Construction Of Pcts (Packet 1)At Different Site Of Zone-2,5 And 8 In Lucknow Nagar Nigam Under Package-2. - ALITARANG (2 Bin PCTS) 2 DISMANTELLING WORK 3 Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 4 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 5 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge 6 Demolishing brick work manually / by mechanical means including stacking of servicable materials and disposal of unservicable material within 50 metre lead as per direction of Engineer-in- charge In Cement Mortar 7 Earth work 8 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 10 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 11 PCC Work 12 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 13 Reinforced Cement Concrete 14 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 15 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor Footing 16 R.C. C. Footing 17 RCC PEDESTAL 18 PLINTH BEAM 19 All works above plinth level upto floor V level Concrete of M25 grade with minimum cementcontent of 330 kg /cum For Columns 20 For Lintel 21 For flooring 22 Centering & Shuttering 23 Centering and shuttering including strutting, propping etc. and removal of form for 24 Foundations, footings, bases of columns, etc. for mass concrete 25 Columns, Pillars, Piers, Abutments, Posts and Struts 26 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 27 Steel Work 28 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 29 Anti Termite Treatment 30 Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 31 Brick work 32 Brick work with common burnt clay F.P.S. (non modular) bricks of first classin superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 33 Plaster Work 34 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 35 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 36 M.S.Structure for Shed 37 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 38 Electric resistance or induction butt welded tubes 39 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 40 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 41 G.I. Profile Sheet for Shed 42 Supply & fixing built up panel for (roof & Partition wall ) sheeting consisting of top sheet colour coated 0.45mm base metal thickness trapezoidal profile of 1015 mm effective cover width, with five major corrugation, 28mm high rib spaced at 203mm c/c with subtle square fluting in the pan,Tata BlueScope Steel make or approved equivalent. (Built up panel sheet with 50mm Rockwool insulation).The Bottom sheet Cement Board / Tata BlueScope Steel make or approved equivalent trapezoidal profile of 1000 mm effective cover width, with four major corrugation, 28.5mm deep rib spaced at 200mm c/c with two stiffener in the pan. In between top & bottom sheet 50 mm thick Fibre Rock wool Insulation & density of 48 Kg/cum to be provided. The whole system shall be fastened with nominal 40μm zinc coated or nominal 25μm zinc-tin alloy coated, Hex head, selfdrilling screw as per AS 3566-2002 Class 3 fasteners of approved make (Buildex/Roofix or equivalent) with EPDM washer as per the requirement considering the profile shape and design load. 43 Painting & Polishing Work. 44 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 45 Finishing Exterior walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. 46 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. 47 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 48 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work 49 External Items 50 Trubo vents 51 Supplying and fixing 6 mm thick twin-wall UV-stabilized polycarbonate sheet for skylight roofing including all necessary accessories, profiles, and labor 52 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides andrrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover 53 Providing and fixing ball bearing for rolling shutters. 54 WATER SUPPLY PIPES AND FITTINGS 55 Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in charge. 56 Internal work exposed on wall 57 40mm nominal outer dia pipes 58 50mm nominal outer dia pipes 59 Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in charge. 60 Concealed work including cutting chase and making good the wall etc. 61 20mm nominal outer dia pipes 62 25mm nominal outer dia pipes 63 Providing & fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end)40 mm nominal bore 64 Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms. 65 Providing & fixing 15 mm nominal bore C.P. brassstop cock (concealed)of standard designandof approvedmakeconforming to IS : 8931. 66 Constructing brick masonry chamber 300 x 300x500mm, insidewithF.P.S. brick work in cement mortar 1: 4 (1 cement : 4 coarse sand) for StopCock, withC. I. surface box 100 x 100 x 75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4mix (1cement : 2 coarse sand:4 grade stone aggregate 20mm nominal size); necessary excavation, foundationconcrete 1:5:10 (1 cement :5 fine sand: 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar1 : 3 (1 cement : 3 coarse sand )12mmthick finished with a floatingcoatof neat cementcomplete as per standard design 67 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 68 Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion 110mm 69 Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.Bend 87.5 degree 70 110 mm Bend 71 Shoe (Plain)110 mm Shoe 72 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 73 Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor soil, waste, and vent, Type-B as per IS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors),reducers, WC connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382. (Make : Supreme / Finolex / Prince)110 mm dia (Wall Thickness - 3.2 to 3.8 mm) 74 Providing, fixing, jointing and testing in position ISI marked (IS:4985) UPVC pipes of min 6 Kg/ Sqcm rating with fitting for waste pipe from fixtures to floor trap including reduces, enlarger, socket, couplers, bends, tees etc including fixing at wall/ ceiling level supported by clamp & hangers etc. cutting holes in wall/ floors/ slabs and making good the same with cement concrete 1:2:4 complete as required. (Make : Supreme / Finolex / Prince)50 mm dia. 75 Providing & fixing UPVC Floor trap of self cleansing designwith CP Jalicomplete in all respects. (Make : Supreme / Finolex / Prince)P-Trap type Floor Trap 110 x 75 mm 76 Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps. 77 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.300 mm dia 78 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 100 mm nominal size dia 79 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 100 mm nominal size dia 80 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 81 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit) with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 82 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of :100 mm dia 83 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 100 mm clamp. 84 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 100 mm dia. 85 Supply of submersible pump of make KSB 2.0HP with control panel, support wire etc. complete. 86 Providing 2 core PVC insulated submersibble cable from pump panel to submersible pump 87 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32 mm dia nominal bore 88 Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) 89 Supply of 100mm dia Johnson screen. 90 LEACHATE COLLECTION SUMP 91 Earth work 92 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 93 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 94 PCC Work 95 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 96 Reinforced Cement Concrete 97 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 98 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor RCC Wall. 99 For Bottom Floor 100 All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Slab 101 Centering & Shuttering 102 Centering and shuttering including strutting, propping etc. and removal of form for 103 Foundations, footings, bases of columns, etc. for mass concrete 104 Walls (any thickness), including pilasters, buttresses, plinth and string courses 105 Suspended floors, roofs, landings, balconies, access platforms 106 Steel Work 107 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 108 Plaster Work 109 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) 110 Water proofing 111 Providing and fixing APP (Atactic Polypropylene Polymer) modified prefabricated five layer 2 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrance manufacture of density at 25°C, 0.87 -0.89 kg/ litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using Butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D5147. The laying of membrane shall be got done through the authorised applicator of the manufacture of membrane. 112 Construction of Drain Size 0.30*0.60 mtr 113 Earth work 114 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 115 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 116 PCC work 117 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 118 Brick work 119 Brick work with common burnt clay F.P.S. (non modular) bricks of first classin superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 120 Plaster Work 121 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 122 Reinforced Cement Concrete 123 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 124 All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Slab 125 Steel work Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 126 GUARD ROOM DG ROOM 127 Earth work 128 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 129 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 130 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 131 PCC work 132 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 133 Reinforced Cement Concrete 134 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete.All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor Footing 135 R.C. C. Footing 136 RCC PEDESTAL 137 PLINTH BEAM 138 Centering & Shuttering 139 Centering and shuttering including strutting, propping etc. and removal of form for 140 Foundations, footings, bases of columns, etc. for mass concrete 141 Columns, Pillars, Piers, Abutments, Posts and Struts 142 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 143 Steel work 144 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 145 Anti Termite Treatment 146 Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 147 M.S.Structure Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 148 Electric resistance or induction butt welded tubes 149 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 150 G.I. Profile Sheet for Shed 151 Supply & fixing built up panel for (roof & Partition wall ) sheeting consisting of top sheet colour coated 0.45mm base metal thickness trapezoidal profile of 1015 mm effective cover width, with five major corrugation, 28mm high rib spaced at 203mm c/c with subtle square fluting in the pan,Tata BlueScope Steel make or approved equivalent. (Built up panel sheet with 50mm Rockwool insulation).The Bottom sheet Cement Board / Tata BlueScope Steel make or approved equivalent trapezoidal profile of 1000 mm effective cover width, with four major corrugation, 28.5mm deep rib spaced at 200mm c/c with two stiffener in the pan. In between top & bottom sheet 50 mm thick Fibre Rock wool Insulation & density of 48 Kg/cum to be provided. The whole system shall be fastened with nominal 40μm zinc coated or nominal 25μm zinc-tin alloy coated, Hex head, selfdrilling screw as per AS 3566-2002 Class 3 fasteners of approved make (Buildex/Roofix or equivalent) with EPDM washer as per the requirement considering the profile shape and design load. 152 Providing and fixing Mild Steel (MS) jali with door made with 6 mm MS bars welded in square pattern at 100 mm c/c, with MS angle iron frame (25×25×3 mm), including hinges, tower bolts, handles, priming coat of red oxide zinc chromate primer, complete as per design and direction of Engineer-in-Charge. 153 Door & Window Work 154 Providing and fixing 1 mm thick M.S. sheet door with frame of 40×40×6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 155 Providing and fixing aluminium sliding window with frame made of aluminium (R2 series), 2-panel, including 5mm float glass, powder coating, rollers, handles, and locks as per design. 156 Fittings 157 Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete :125x65x2.12 mm 158 Providing and fixing 300x16x5 mmbright finished brass door latch with necessary screws etc. complete 159 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete 200x10 mm 160 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete 100 mm 161 Providing and fixing bright finished brass hangging type floor door stoper with necessary screws etc. compelte. 162 Flooring Work52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 163 Painting & Polishing WorkFinishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 164 STORE ROOM 165 Earth work 166 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 167 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 168 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 169 Concrete Work 170 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 171 Reinforced Cement Concrete 172 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 173 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor Footing 174 All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Coumns 175 Same as item no Above For lighter beams 176 Centering and shuttering including strutting, propping etc. and removal of form for 177 Foundations, footings, bases of columns, etc. for mass concrete 178 Columns, Pillars, Piers, Abutments, Posts and Struts 179 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 180 Steel Work Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 181 Anti Termite TreatmentDiluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 182 M.S.Structure work 183 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 184 Electric resistance or induction butt welded tubes 185 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 186 G.I. Profile Sheet 187 Supply & fixing built up panel for (roof & Partition wall ) sheeting consisting of top sheet colour coated 0.45mm base metal thickness trapezoidal profile of 1015 mm effective cover width, with five major corrugation, 28mm high rib spaced at 203mm c/c with subtle square fluting in the pan,Tata BlueScope Steel make or approved equivalent. (Built up panel sheet with 50mm Rockwool insulation).The Bottom sheet Cement Board / Tata BlueScope Steel make or approved equivalent trapezoidal profile of 1000 mm effective cover width, with four major corrugation, 28.5mm deep rib spaced at 200mm c/c with two stiffener in the pan. In between top & bottom sheet 50 mm thick Fibre Rock wool Insulation & density of 48 Kg/cum to be provided. The whole system shall be fastened with nominal 40μm zinc coated or nominal 25μm zinc-tin alloy coated, Hex head, selfdrilling screw as per AS 3566-2002 Class 3 fasteners of approved make (Buildex/Roofix or equivalent) with EPDM washer as per the requirement considering the profile shape and design load. 188 Providing and fixing Mild Steel (MS) jali8 mm MS bars welded in square pattern at 100 mm c/c, with MS angle iron frame (25×25×3 mm), including hinges, tower bolts, handles, priming coat of red oxide zinc chromate primer, complete as per design and direction of Engineer-in-Charge. 189 Painting & Polishing Work Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 190 Door & Window Work 191 Steel work welded for MS Door and Window in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 192 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete 193 Fittings 194 Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete :125x65x2.12 mm 195 Providing and fixing 300x16x5 mmbright finished brass door latch with necessary screws etc. complete 196 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete 200x10 mm 197 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete 100 mm 198 Providing and fixing bright finished brass hangging type floor door stoper with necessary screws etc. compelte. 199 Flooring Work52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 200 BOUNDARY AND GATE 201 Earthwork 202 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 203 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 204 PCC Work Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 205 Reinforced Cement Concrete 206 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor Footing 207 R.C. C. Footing 208 RCC PEDESTAL 209 PLINTH BEAM 210 All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum For Columns 211 Centering & Shuttering 212 Centering and shuttering including strutting, propping etc. and removal of form for 213 Foundations, footings, bases of columns, etc. for mass concrete 214 Columns, Pillars, Piers, Abutments, Posts and Struts 215 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 216 Steel Work Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 217 Brick Work 218 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 219 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 220 Plaster Work12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 221 M.S.Structure work 222 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 223 Electric resistance or induction butt welded tubes 224 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 225 Steel work for MS Gate in built up tubler(round, square or rctangular hollow tubes etc.) including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes. 226 G.I. Profile Sheet for Boundry Cladding Supply & fixing built up panel for (roof & Partition wall ) sheeting consisting of top sheet colour coated 0.45mm base metal thickness trapezoidal profile of 1015 mm effective cover width, with five major corrugation, 28mm high rib spaced at 203mm c/c with subtle square fluting in the pan,Tata BlueScope Steel make or approved equivalent. (Built up panel sheet with 50mm Rockwool insulation).The Bottom sheet Cement Board / Tata BlueScope Steel make or approved equivalent trapezoidal profile of 1000 mm effective cover width, with four major corrugation, 28.5mm deep rib spaced at 200mm c/c with two stiffener in the pan. In between top & bottom sheet 50 mm thick Fibre Rock wool Insulation & density of 48 Kg/cum to be provided. The whole system shall be fastened with nominal 40μm zinc coated or nominal 25μm zinc-tin alloy coated, Hex head, selfdrilling screw as per AS 3566-2002 Class 3 fasteners of approved make (Buildex/Roofix or equivalent) with EPDM washer as per the requirement considering the profile shape and design load. 227 Painting & Polishing Work. 228 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 229 Finishing Exterior walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. 230 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. 231 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 232 EXTERNAL RCC FLOORING 233 Earthwork 234 Rough excavation and banking in layers not exceeding 20 cm depth, breaking clods, watering, rolling with ½ tonne roller or rammers, and dressing up in embankments for roads, flood banks, guide banks, filling depressions, with lead up to 50 m for all lifts. 235 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 236 PCC WorkProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 237 Reinforced Cement Concrete 238 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting ofoncrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Coumns 239 Steel WorkReinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 240 PLANTER 241 CC Flooring Work52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 242 Brick work 243 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 244 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 above plinth : Cement mortar 1:3 (1 cement : 3 coarse sand) 245 Plaster Work 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 246 Painting Work. 247 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 248 Finishing Exterior walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. 249 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. 250 HORTICULTURE AND LANDSCAPING 251 Areca Palm having ht. 90 cm to 1.20 m with 4 to 5 suckers, well developed, fresh and healthy with lush green foliage in 25 cm size of Earthen pot /Plastic pot. 252 Croton Petra having ht. 45 cm & above with 2 to 3 branches, well developed,fresh and healthy leaves in 25 cm size of Earthen pot / Plastic pot. 253 Chandni dwarf of height 15 cm., well branched in earthen pot of size 25 cm 254 Schefflera Variegated mounted on moss stick 90 cm ht., 3 to 4 plants placed in each pot at equal distance, well developed with full of fresh &healthy bright leaves from bottom to top in 25 cm size of Earthen pot / Plastic pot. 255 Salvia red Hybrid dwarf variety having 15 cm to 25 cm ht., well developed with fresh & healthy foliage in bloom in 20 cm Earthen Pot/Plastic Pot. 256 Cyprus Golden 30 to 45 cm ht. plant well developed good Golden colour foliage, Conial Shape in 25 cm Earthen Pot 257 Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot / Plastic Pot. 258 Iresine herbstii, of height 25-30 cm., full of branches well developed in 15 cm size of Earthen Pot / Plastic Pot. 259 Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). 260 Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : 261 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge 262 Spreading of sludge, dumpmanure and/or good earth in required thicknessas per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 263 Electrification Work(Internal Electrification) 264 WIRING POINTS AND SUBMAIN 265 Point wiring in PVC Conduit 266 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 267 Power plug wiring in PVC conduit (2 x 4 sqmm.) :- 268 Wiring for light/ power plug with 2X4 sq. mm FRLS PVCinsulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 269 Circuit / Sub main wiring in PVC conduit :- 270 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 x 1.5 sq.mm. + 1 x 1.5 sq.mm. Earth wire 271 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required 20 mm. 272 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required 25 mm. 273 S/F light plug point modular type accessories :- Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required 274 S/F power plug point modular type accessories :- Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. 275 S/F modular type electronic fan regulator :- Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 276 S/F modular type blanking plate :- Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 277 DISTRIBUTIONBOARDS,MCBs, MCCBsANDSFUs 278 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 4 way (4 + 12), Double door, horizontal type 279 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 6 way (4 + 18), Double door, horizontal type 280 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required Single pole 281 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 40 amps 282 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 63 amps. 283 Supplying & fixing single pole, blanking plate in the existing MCBDBcomplete etc. as required. 284 Supplying and fixing 20 A, 415 V, TPN Industrial type socket outlet, with 4 pole and earth, metal enclosed plug topalongwith 20 A C curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. 285 G.I.EARTHING 286 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. 287 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 288 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 289 ERECTIONOFLIGHTINGFIXTURESANDFANS 290 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 291 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep 292 Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect. CAT- AAA 293 Supply and fixing of 12 Watt to 15 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing with extended heat sink, diffuser of Polycarbonate meterial and driver set complete in all respect. CAT- AAA 294 Supply and fixing of recess/ Surface/ Pendent mounting round 6 Watt 8 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 295 Supply and fixing of recess mounting round 15 to 18 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 296 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos.blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperaturerise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required.1200 mm sweep 297 Supply of AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting frame and other accessories etc.complete300 mm sweep 900 rpm 298 Supply,installation, testing and commissioningof Main DistributionBoard suitable for upto 125 amp FP MCCB incomer and single / three phase outgoing MCBs, IP 43 protection, double metal door, factory fabricated, wall mounting type in surface / recess, powder coated, 415 V / 200 amp copper Bus Bar, earth and neutral bar, removable gland plates, cable glands including connection with outgoing feeders completeinall respect. DBs shall be original factory fabricated of approved make. The rates shall be excluding all incoming and outgoing circuit breakers.8 Way TPN 299 Providing and fixing of following rating Four poleMCCBs at the incomer of Main/sub distribution boards withconnections etc. complete as required. 100 Amp FP MCCB(16 KA) 300 EXTERNAL Electrification(Non Scheduled Item) 301 Supply & Fixingof 30W SOLAR STREET LIGHT - 7 METER POLE , Foundation bolt ,Bracket ( Luminary / Panel),125 W SOLAR PANEL, 12.8V / 78AH LIPO4 .BATTERY TOP- 70MM , BOTTOM - 130MM , etc all complete of direction of engineer in charge. 302 Supplying Testing & Installation ofLed Flood Light Luminaire 100WV Philips Make Model- BVP 142 Led 100 CW PSU WH / Wipro/ Lusteretc all complete of direction of engineer in charge. 303 MECHANICAL WORK (Non Scheduled Item) 304 Weighbridgeand all its accessories with supply and inastallationType QWSof 15 MT Capacity , pit less 305 Car Washer Model : P36/30 with all its accessories and supply and installation. 306 CCTV Camera 307 Fire Safety Equipments 308 LT Distribution Panel 309 Supply & Installation of Portable compactor (PCTS) of 20 CuM capacityA. General Description:Portable Compactor is a compactor capable of being transported from one location to another and placeable at any place for the refuse collection, compaction & transferring. It will come as an integral unit incorporating the Container and the Compaction unit. The Portable Compactor will be such that can be lifted by a specially designed Hook Loader, unit mounted on a Truck chassis for transportation and unloading of compacted garbage. One hydraulically operated tipping device mounted on Compaction unit, to receive and unload the waste into Compaction unit to compact it into the Container – which is called Tip Cart. Features of Portable Compactors: 1. The Portable Compactor shall be of front-loading type with a hydraulic operated device to receive waste from hand cart / tricycle vans/ small tippers etc. 2. The Portable Compactor shall be provided with suitable drainage system to unload leachate in nearby drain. Leachate will not drop on road during transportation due to leak proof sealing at rear door. 3. The size of the compaction chamber shall be of 1.3 m3 to 1.5 m3 (Stroke Volume). 4. Compaction unit shall be powered by Hydraulic power unit. 5. Entire body shall be in rectangular shape with rounded corners, for an easy discharge of waste and ensure complete filling with compacted garbage. 6. Container Body of the compactor shall be completely smooth, without any reinforcement ribs on the body surface, to reduce material stress and keep the strength of the body intact and avoid deformation due to weld joints. 7. Body bottom shall be flat enough to accommodate Body runner’s (bottom long members) to support the Compactor Body on Hook Loader. 8. Back door assembly shall be top hinged with vertical travel to unlock the door. 9. Door assembly shall have swiveling movement w.r.t. top hinge. 10. Automatic rear door locking arrangement shall be equipped with four cams located at four corners of the door to ensure zero leakage. All four cams shall be engaged with rear door by Hydraulic operated locking mechanism. 11. Compaction unit shall be incorporated with Special rear door rubber with double lid to ensure the sealing of the compactor and can be demountable.12. The Portable compactor will have fixed tipcart of 2.5 To 3 m3 capacity. 13. Compactor body shall be manufactured out of high tensile steel with a yield limit of 350N/mm2 or equivalent. 14. Compactor body shall be provided with minimum One leachate drainage outlet with leak proof aluminum cam lock couplings of minimum 3-inch diameter. 15. Compaction of garbage shall achieve up to a density of 600-800 Kg / cum depending on Density of input Garbage. 16. All electro-hydraulic functions and working principle of machine shall be PLC based, Crusher working indication and Compactor full indication shall be indicated by Indicator Light (LED) or displayed on HMI Screen when required. 17. Hydraulic Power Pack shall be accommodated within the compaction unit and same shall be mounted on rails to facilitate maintenance & repair as & when required, from outside of the machine. 18. Control panel of operating system shall be equipped with main switch, HMI Screen Or Indicator Light, emergency stop, connecting socket and operating push buttons. 19. All electrical circuits shall be enclosed in control box with start & stop buttons according to IP65. 20. Control panel is located outside the operating area, safe for the operator. 21. Construction of the entire compactor shall be robust and sturdy enough to maintain its structure throughout its service life. 22. Rear frame, front frame, rear door and structure of compaction unit shall be of high strength steel of Y.S 350N/mm2. 23. Floor of charge chamber shall be minimum 6 mm thick and made of Wear resistance steel and shall be supported by longitudinal members and intermediate bracing. 24. The Crusher Block shall have a scissor shaped head to crush the refuse inside the container. Special teeth inside the container shall be provided to retain the refuse inside the container. 25. The bottom plate of Crusher block is made of not less then 8 mm Wear resistance steel. 26. Container shall be of Rectangular shape to ensure good compaction ratio, light weight, Hi-strength longer life, and easier discharging of all refuse after compaction. 27. The workflow of the arrangement shall be such that - loading the waste in to Tip cart by collecting vehicle - loading the waste in to Compactor by Tip Cart - handling the full container with hook loader - transport the container to dump yard - discharging the waste. SAFETY FEATURES: 1. All safety features would be included in the unit like start/stop buttons. 2. All Electrical System faults will be indicated by Indicator Light (LED) or displayed on HMI Screen. B. TECHNICAL PARAMETERS: We are furnishing technical parameters of MX160-20 CuM Mobile Compactors: Sl. No Description Parameter 1 Body Volume in CuM 20,2 Compaction ratio base on Indian waste (approx.) 0.6 to 0.8, 3 Pressure (Bar) 240 to 260, 4 Power (KW) 5 to 6, 5 Voltage (V) 400 to 450 6 Working Capacity m3/hour 80 to 90, 7 Compaction Force (Kn) 350 to 400, 8 Cycle time for Crusher (Seconds) 50 ± 2 to 60 ± 2 9 Cycle time for Tipcart (Seconds) 40-50 10 Compaction Chamber Volume (m3) 1.4-1.6 11 Tip Cart capacity (m3) 3.5-4 12 Approximate Compactor weight with Hydraulics (Kg) more than 5900 310 TAALKATORA (AISHBAGH) 2 BIN PCTS 311 Earth work 312 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 313 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 314 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 315 PCC Work 316 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 317 Reinforced Cement Concrete 318 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 319 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor Footing 320 R.C. C. Footing 321 RCC PEDESTAL 322 PLINTH BEAM 323 All works above plinth level upto floor V level Concrete of M25 grade with minimum cementcontent of 330 kg /cum For Columns 324 For Lintel 325 For flooring 326 Centering & Shuttering 327 Centering and shuttering including strutting, propping etc. and removal of form for 328 Foundations, footings, bases of columns, etc. for mass concrete 329 Columns, Pillars, Piers, Abutments, Posts and Struts 330 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 331 Steel Work 332 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 333 Anti Termite Treatment 334 Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 335 Brick work 336 Brick work with common burnt clay F.P.S. (non modular) bricks of first classin superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 337 Plaster Work 338 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 339 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 340 M.S.Structure for Shed 341 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 342 Electric resistance or induction butt welded tubes 343 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 344 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 345 G.I. Profile Sheet for Shed 346 Supply & fixing built up panel for (roof & Partition wall ) sheeting consisting of top sheet colour coated 0.45mm base metal thickness trapezoidal profile of 1015 mm effective cover width, with five major corrugation, 28mm high rib spaced at 203mm c/c with subtle square fluting in the pan,Tata BlueScope Steel make or approved equivalent. (Built up panel sheet with 50mm Rockwool insulation).The Bottom sheet Cement Board / Tata BlueScope Steel make or approved equivalent trapezoidal profile of 1000 mm effective cover width, with four major corrugation, 28.5mm deep rib spaced at 200mm c/c with two stiffener in the pan. In between top & bottom sheet 50 mm thick Fibre Rock wool Insulation & density of 48 Kg/cum to be provided. The whole system shall be fastened with nominal 40μm zinc coated or nominal 25μm zinc-tin alloy coated, Hex head, selfdrilling screw as per AS 3566-2002 Class 3 fasteners of approved make (Buildex/Roofix or equivalent) with EPDM washer as per the requirement considering the profile shape and design load. 347 Painting & Polishing Work. 348 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 349 Finishing Exterior walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. 350 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. 351 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 352 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work 353 External Items 354 Trubo vents 355 Supplying and fixing 6 mm thick twin-wall UV-stabilized polycarbonate sheet for skylight roofing including all necessary accessories, profiles, and labor 356 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides andrrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover 357 Providing and fixing ball bearing for rolling shutters. 358 WATER SUPPLY PIPES AND FITTINGS 359 Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in charge. 360 Internal work exposed on wall 361 40mm nominal outer dia pipes 362 50mm nominal outer dia pipes 363 Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in charge. 364 Concealed work including cutting chase and making good the wall etc. 365 20mm nominal outer dia pipes 366 25mm nominal outer dia pipes 367 Providing & fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end)40 mm nominal bore 368 Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms. 369 Providing & fixing 15 mm nominal bore C.P. brassstop cock (concealed)of standard designandof approvedmakeconforming to IS : 8931. 370 Constructing brick masonry chamber 300 x 300x500mm, insidewithF.P.S. brick work in cement mortar 1: 4 (1 cement : 4 coarse sand) for StopCock, withC. I. surface box 100 x 100 x 75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4mix (1cement : 2 coarse sand:4 grade stone aggregate 20mm nominal size); necessary excavation, foundationconcrete 1:5:10 (1 cement :5 fine sand: 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar1 : 3 (1 cement : 3 coarse sand )12mmthick finished with a floatingcoatof neat cementcomplete as per standard design 371 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 372 Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion 110mm 373 Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.Bend 87.5 degree 374 110 mm Bend 375 Shoe (Plain)110 mm Shoe 376 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 377 Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor soil, waste, and vent, Type-B as per IS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors),reducers, WC connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382. (Make : Supreme / Finolex / Prince)110 mm dia (Wall Thickness - 3.2 to 3.8 mm) 378 Providing, fixing, jointing and testing in position ISI marked (IS:4985) UPVC pipes of min 6 Kg/ Sqcm rating with fitting for waste pipe from fixtures to floor trap including reduces, enlarger, socket, couplers, bends, tees etc including fixing at wall/ ceiling level supported by clamp & hangers etc. cutting holes in wall/ floors/ slabs and making good the same with cement concrete 1:2:4 complete as required. (Make : Supreme / Finolex / Prince)50 mm dia. 379 Providing & fixing UPVC Floor trap of self cleansing designwith CP Jalicomplete in all respects. (Make : Supreme / Finolex / Prince)P-Trap type Floor Trap 110 x 75 mm 380 Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps. 381 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.300 mm dia 382 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 100 mm nominal size dia 383 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 100 mm nominal size dia 384 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 385 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit) with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 386 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of :100 mm dia 387 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 100 mm clamp. 388 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 100 mm dia. 389 Supply of submersible pump of make KSB 2.0HP with control panel, support wire etc. complete. 390 Providing 2 core PVC insulated submersibble cable from pump panel to submersible pump 391 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32 mm dia nominal bore 392 Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) 393 Supply of 100mm dia Johnson screen. 394 LEACHATE COLLECTION SUMP 395 Earth work 396 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 397 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 398 PCC Work 399 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 400 Reinforced Cement Concrete 401 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 402 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor RCC Wall. 403 For Bottom Floor 404 All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Slab 405 Centering & Shuttering 406 Centering and shuttering including strutting, propping etc. and removal of form for 407 Foundations, footings, bases of columns, etc. for mass concrete 408 Walls (any thickness), including pilasters, buttresses, plinth and string courses 409 Suspended floors, roofs, landings, balconies, access platforms 410 Steel Work 411 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 412 Plaster Work 413 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) 414 Water proofing 415 Providing and fixing APP (Atactic Polypropylene Polymer) modified prefabricated five layer 2 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrance manufacture of density at 25°C, 0.87 -0.89 kg/ litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using Butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D5147. The laying of membrane shall be got done through the authorised applicator of the manufacture of membrane. 416 Construction of Drain Size 0.30*0.60 mtr 417 Earth work 418 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 419 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 420 PCC work 421 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 422 Brick work 423 Brick work with common burnt clay F.P.S. (non modular) bricks of first classin superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 424 Plaster Work 425 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 426 Reinforced Cement Concrete 427 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 428 All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Slab 429 Steel work Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 430 GUARD ROOM DG ROOM 431 Earth work 432 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 433 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 434 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 435 PCC work 436 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 437 Reinforced Cement Concrete 438 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete.All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor Footing 439 R.C. C. Footing 440 RCC PEDESTAL 441 PLINTH BEAM 442 Centering & Shuttering 443 Centering and shuttering including strutting, propping etc. and removal of form for 444 Foundations, footings, bases of columns, etc. for mass concrete 445 Columns, Pillars, Piers, Abutments, Posts and Struts 446 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 447 Steel work 448 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 449 Anti Termite Treatment 450 Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 451 M.S.Structure Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 452 Electric resistance or induction butt welded tubes 453 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 454 G.I. Profile Sheet for Shed 455 Supply & fixing built up panel for (roof & Partition wall ) sheeting consisting of top sheet colour coated 0.45mm base metal thickness trapezoidal profile of 1015 mm effective cover width, with five major corrugation, 28mm high rib spaced at 203mm c/c with subtle square fluting in the pan,Tata BlueScope Steel make or approved equivalent. (Built up panel sheet with 50mm Rockwool insulation).The Bottom sheet Cement Board / Tata BlueScope Steel make or approved equivalent trapezoidal profile of 1000 mm effective cover width, with four major corrugation, 28.5mm deep rib spaced at 200mm c/c with two stiffener in the pan. In between top & bottom sheet 50 mm thick Fibre Rock wool Insulation & density of 48 Kg/cum to be provided. The whole system shall be fastened with nominal 40μm zinc coated or nominal 25μm zinc-tin alloy coated, Hex head, selfdrilling screw as per AS 3566-2002 Class 3 fasteners of approved make (Buildex/Roofix or equivalent) with EPDM washer as per the requirement considering the profile shape and design load. 456 Providing and fixing Mild Steel (MS) jali with door made with 6 mm MS bars welded in square pattern at 100 mm c/c, with MS angle iron frame (25×25×3 mm), including hinges, tower bolts, handles, priming coat of red oxide zinc chromate primer, complete as per design and direction of Engineer-in-Charge. 457 Door & Window Work 458 Providing and fixing 1 mm thick M.S. sheet door with frame of 40×40×6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 459 Providing and fixing aluminium sliding window with frame made of aluminium (R2 series), 2-panel, including 5mm float glass, powder coating, rollers, handles, and locks as per design. 460 Fittings 461 Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete :125x65x2.12 mm 462 Providing and fixing 300x16x5 mmbright finished brass door latch with necessary screws etc. complete 463 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete 200x10 mm 464 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete 100 mm 465 Providing and fixing bright finished brass hangging type floor door stoper with necessary screws etc. compelte. 466 Flooring Work52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 467 Painting & Polishing WorkFinishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 468 BOUNDARY AND GATE 469 Earthwork 470 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 471 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 472 PCC Work Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 473 Reinforced Cement Concrete 474 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor Footing 475 R.C. C. Footing 476 RCC PEDESTAL 477 PLINTH BEAM 478 All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum For Columns 479 Centering & Shuttering 480 Centering and shuttering including strutting, propping etc. and removal of form for 481 Foundations, footings, bases of columns, etc. for mass concrete 482 Columns, Pillars, Piers, Abutments, Posts and Struts 483 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 484 Steel Work Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 485 Brick Work 486 Brick work with common burnt clay F.P.S. (non modular) bricks of first classin superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 487 Plaster Work12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 488 M.S.Structure work 489 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 490 Electric resistance or induction butt welded tubes 491 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 492 Steel work for MS Gate in built up tubler(round, square or rctangular hollow tubes etc.) including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes. 493 G.I. Profile Sheet for Boundry Cladding Supply & fixing built up panel for (roof & Partition wall ) sheeting consisting of top sheet colour coated 0.45mm base metal thickness trapezoidal profile of 1015 mm effective cover width, with five major corrugation, 28mm high rib spaced at 203mm c/c with subtle square fluting in the pan,Tata BlueScope Steel make or approved equivalent. (Built up panel sheet with 50mm Rockwool insulation).The Bottom sheet Cement Board / Tata BlueScope Steel make or approved equivalent trapezoidal profile of 1000 mm effective cover width, with four major corrugation, 28.5mm deep rib spaced at 200mm c/c with two stiffener in the pan. In between top & bottom sheet 50 mm thick Fibre Rock wool Insulation & density of 48 Kg/cum to be provided. The whole system shall be fastened with nominal 40μm zinc coated or nominal 25μm zinc-tin alloy coated, Hex head, selfdrilling screw as per AS 3566-2002 Class 3 fasteners of approved make (Buildex/Roofix or equivalent) with EPDM washer as per the requirement considering the profile shape and design load. 494 Painting & Polishing Work. 495 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 496 Finishing Exterior walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. 497 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. 498 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 499 EXTERNAL RCC FLOORING 500 Earthwork 501 Rough excavation and banking in layers not exceeding 20 cm depth, breaking clods, watering, rolling with ½ tonne roller or rammers, and dressing up in embankments for roads, flood banks, guide banks, filling depressions, with lead up to 50 m for all lifts. 502 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 503 PCC WorkProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 504 Reinforced Cement Concrete 505 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting ofoncrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Coumns 506 Steel WorkReinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 507 PLANTER 508 CC Flooring Work52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 509 Brick work 510 Brick work with common burnt clay F.P.S. (non modular) bricks of first classin superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 511 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 above plinth : Cement mortar 1:3 (1 cement : 3 coarse sand) 512 Plaster Work 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 513 Painting Work. 514 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 515 Finishing Exterior walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. 516 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. 517 HORTICULTURE AND LANDSCAPING 518 Areca Palm having ht. 90 cm to 1.20 m with 4 to 5 suckers, well developed, fresh and healthy with lush green foliage in 25 cm size of Earthen pot /Plastic pot. 519 Croton Petra having ht. 45 cm & above with 2 to 3 branches, well developed,fresh and healthy leaves in 25 cm size of Earthen pot / Plastic pot. 520 Chandni dwarf of height 15 cm., well branched in earthen pot of size 25 cm 521 Schefflera Variegated mounted on moss stick 90 cm ht., 3 to 4 plants placed in each pot at equal distance, well developed with full of fresh &healthy bright leaves from bottom to top in 25 cm size of Earthen pot / Plastic pot. 522 Salvia red Hybrid dwarf variety having 15 cm to 25 cm ht., well developed with fresh & healthy foliage in bloom in 20 cm Earthen Pot/Plastic Pot. 523 Cyprus Golden 30 to 45 cm ht. plant well developed good Golden colour foliage, Conial Shape in 25 cm Earthen Pot 524 Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot / Plastic Pot. 525 Iresine herbstii, of height 25-30 cm., full of branches well developed in 15 cm size of Earthen Pot / Plastic Pot. 526 Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). 527 Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : 528 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge 529 Spreading of sludge, dumpmanure and/or good earth in required thicknessas per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 530 Electrification Work(Internal Electrification) 531 WIRING POINTS AND SUBMAIN 532 Point wiring in PVC Conduit 533 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 534 Power plug wiring in PVC conduit (2 x 4 sqmm.) :- 535 Wiring for light/ power plug with 2X4 sq. mm FRLS PVCinsulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 536 Circuit / Sub main wiring in PVC conduit :- 537 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 x 1.5 sq.mm. + 1 x 1.5 sq.mm. Earth wire 538 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required 20 mm. 539 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required 25 mm. 540 S/F light plug point modular type accessories :- Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required 541 S/F power plug point modular type accessories :- Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. 542 S/F modular type electronic fan regulator :- Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 543 S/F modular type blanking plate :- Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 544 DISTRIBUTIONBOARDS,MCBs, MCCBsANDSFUs 545 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 4 way (4 + 12), Double door, horizontal type 546 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 6 way (4 + 18), Double door, horizontal type 547 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required Single pole 548 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 40 amps 549 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 63 amps. 550 Supplying & fixing single pole, blanking plate in the existing MCBDBcomplete etc. as required. 551 Supplying and fixing 20 A, 415 V, TPN Industrial type socket outlet, with 4 pole and earth, metal enclosed plug topalongwith 20 A C curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. 552 G.I.EARTHING 553 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. 554 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 555 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 556 ERECTIONOFLIGHTINGFIXTURESANDFANS 557 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 558 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep 559 Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect. CAT- AAA 560 Supply and fixing of 12 Watt to 15 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing with extended heat sink, diffuser of Polycarbonate meterial and driver set complete in all respect. CAT- AAA 561 Supply and fixing of recess/ Surface/ Pendent mounting round 6 Watt 8 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 562 Supply and fixing of recess mounting round 15 to 18 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 563 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos.blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperaturerise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required.1200 mm sweep 564 Supply of AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting frame and other accessories etc.complete300 mm sweep 900 rpm 565 Supply,installation, testing and commissioningof Main DistributionBoard suitable for upto 125 amp FP MCCB incomer and single / three phase outgoing MCBs, IP 43 protection, double metal door, factory fabricated, wall mounting type in surface / recess, powder coated, 415 V / 200 amp copper Bus Bar, earth and neutral bar, removable gland plates, cable glands including connection with outgoing feeders completeinall respect. DBs shall be original factory fabricated of approved make. The rates shall be excluding all incoming and outgoing circuit breakers.8 Way TPN 566 Providing and fixing of following rating Four poleMCCBs at the incomer of Main/sub distribution boards withconnections etc. complete as required. 100 Amp FP MCCB(16 KA) 567 EXTERNAL Electrification(Non Scheduled Item) 568 Supply & Fixingof 30W SOLAR STREET LIGHT - 7 METER POLE , Foundation bolt ,Bracket ( Luminary / Panel),125 W SOLAR PANEL, 12.8V / 78AH LIPO4 .BATTERY TOP- 70MM , BOTTOM - 130MM , etc all complete of direction of engineer in charge. 569 Supplying Testing & Installation ofLed Flood Light Luminaire 100WV Philips Make Model- BVP 142 Led 100 CW PSU WH / Wipro/ Lusteretc all complete of direction of engineer in charge. 570 MECHANICAL WORK (Non Scheduled Item) 571 Weighbridgeand all its accessories with supply and inastallationType QWSof 15 MT Capacity , pit less 572 Car Washer Model : P36/30 with all its accessories and supply and installation. 573 CCTV Camera 574 Fire Safety Equipments 575 LT Distribution Panel 576 Supply & Installation of Portable compactor (PCTS) of 20 CuM capacityA. General Description:Portable Compactor is a compactor capable of being transported from one location to another and placeable at any place for the refuse collection, compaction & transferring. It will come as an integral unit incorporating the Container and the Compaction unit. The Portable Compactor will be such that can be lifted by a specially designed Hook Loader, unit mounted on a Truck chassis for transportation and unloading of compacted garbage. One hydraulically operated tipping device mounted on Compaction unit, to receive and unload the waste into Compaction unit to compact it into the Container – which is called Tip Cart. Features of Portable Compactors: 1. The Portable Compactor shall be of front-loading type with a hydraulic operated device to receive waste from hand cart / tricycle vans/ small tippers etc. 2. The Portable Compactor shall be provided with suitable drainage system to unload leachate in nearby drain. Leachate will not drop on road during transportation due to leak proof sealing at rear door. 3. The size of the compaction chamber shall be of 1.3 m3 to 1.5 m3 (Stroke Volume). 4. Compaction unit shall be powered by Hydraulic power unit. 5. Entire body shall be in rectangular shape with rounded corners, for an easy discharge of waste and ensure complete filling with compacted garbage. 6. Container Body of the compactor shall be completely smooth, without any reinforcement ribs on the body surface, to reduce material stress and keep the strength of the body intact and avoid deformation due to weld joints. 7. Body bottom shall be flat enough to accommodate Body runner’s (bottom long members) to support the Compactor Body on Hook Loader. 8. Back door assembly shall be top hinged with vertical travel to unlock the door. 9. Door assembly shall have swiveling movement w.r.t. top hinge. 10. Automatic rear door locking arrangement shall be equipped with four cams located at four corners of the door to ensure zero leakage. All four cams shall be engaged with rear door by Hydraulic operated locking mechanism. 11. Compaction unit shall be incorporated with Special rear door rubber with double lid to ensure the sealing of the compactor and can be demountable.12. The Portable compactor will have fixed tipcart of 2.5 To 3 m3 capacity. 13. Compactor body shall be manufactured out of high tensile steel with a yield limit of 350N/mm2 or equivalent. 14. Compactor body shall be provided with minimum One leachate drainage outlet with leak proof aluminum cam lock couplings of minimum 3-inch diameter. 15. Compaction of garbage shall achieve up to a density of 600-800 Kg / cum depending on Density of input Garbage. 16. All electro-hydraulic functions and working principle of machine shall be PLC based, Crusher working indication and Compactor full indication shall be indicated by Indicator Light (LED) or displayed on HMI Screen when required. 17. Hydraulic Power Pack shall be accommodated within the compaction unit and same shall be mounted on rails to facilitate maintenance & repair as & when required, from outside of the machine. 18. Control panel of operating system shall be equipped with main switch, HMI Screen Or Indicator Light, emergency stop, connecting socket and operating push buttons. 19. All electrical circuits shall be enclosed in control box with start & stop buttons according to IP65. 20. Control panel is located outside the operating area, safe for the operator. 21. Construction of the entire compactor shall be robust and sturdy enough to maintain its structure throughout its service life. 22. Rear frame, front frame, rear door and structure of compaction unit shall be of high strength steel of Y.S 350N/mm2. 23. Floor of charge chamber shall be minimum 6 mm thick and made of Wear resistance steel and shall be supported by longitudinal members and intermediate bracing. 24. The Crusher Block shall have a scissor shaped head to crush the refuse inside the container. Special teeth inside the container shall be provided to retain the refuse inside the container. 25. The bottom plate of Crusher block is made of not less then 8 mm Wear resistance steel. 26. Container shall be of Rectangular shape to ensure good compaction ratio, light weight, Hi-strength longer life, and easier discharging of all refuse after compaction. 27. The workflow of the arrangement shall be such that - loading the waste in to Tip cart by collecting vehicle - loading the waste in to Compactor by Tip Cart - handling the full container with hook loader - transport the container to dump yard - discharging the waste. SAFETY FEATURES: 1. All safety features would be included in the unit like start/stop buttons. 2. All Electrical System faults will be indicated by Indicator Light (LED) or displayed on HMI Screen. B. TECHNICAL PARAMETERS: We are furnishing technical parameters of MX160-20 CuM Mobile Compactors: Sl. No Description Parameter 1 Body Volume in CuM 20,2 Compaction ratio base on Indian waste (approx.) 0.6 to 0.8, 3 Pressure (Bar) 240 to 260, 4 Power (KW) 5 to 6, 5 Voltage (V) 400 to 450 6 Working Capacity m3/hour 80 to 90, 7 Compaction Force (Kn) 350 to 400, 8 Cycle time for Crusher (Seconds) 50 ± 2 to 60 ± 2 9 Cycle time for Tipcart (Seconds) 40-50 10 Compaction Chamber Volume (m3) 1.4-1.6 11 Tip Cart capacity (m3) 3.5-4 12 Approximate Compactor weight with Hydraulics (Kg) more than 5900 577 PATHOLOGY (1 BIN PCTS) 578 Earth work 579 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 580 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 581 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 582 PCC Work 583 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 584 Reinforced Cement Concrete 585 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 586 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor Footing 587 R.C. C. Footing 588 RCC PEDESTAL 589 PLINTH BEAM 590 All works above plinth level upto floor V level Concrete of M25 grade with minimum cementcontent of 330 kg /cum For Columns 591 For Lintel 592 For flooring 593 Centering & Shuttering 594 Centering and shuttering including strutting, propping etc. and removal of form for 595 Foundations, footings, bases of columns, etc. for mass concrete 596 Columns, Pillars, Piers, Abutments, Posts and Struts 597 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 598 Steel Work 599 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 600 Anti Termite Treatment 601 Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 602 Brick work 603 Brick work with common burnt clay F.P.S. (non modular) bricks of first classin superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 604 Plaster Work 605 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 606 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 607 M.S.Structure for Shed 608 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 609 Electric resistance or induction butt welded tubes 610 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 611 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 612 G.I. Profile Sheet for Shed 613 Supply & fixing built up panel for (roof & Partition wall ) sheeting consisting of top sheet colour coated 0.45mm base metal thickness trapezoidal profile of 1015 mm effective cover width, with five major corrugation, 28mm high rib spaced at 203mm c/c with subtle square fluting in the pan,Tata BlueScope Steel make or approved equivalent. (Built up panel sheet with 50mm Rockwool insulation).The Bottom sheet Cement Board / Tata BlueScope Steel make or approved equivalent trapezoidal profile of 1000 mm effective cover width, with four major corrugation, 28.5mm deep rib spaced at 200mm c/c with two stiffener in the pan. In between top & bottom sheet 50 mm thick Fibre Rock wool Insulation & density of 48 Kg/cum to be provided. The whole system shall be fastened with nominal 40μm zinc coated or nominal 25μm zinc-tin alloy coated, Hex head, selfdrilling screw as per AS 3566-2002 Class 3 fasteners of approved make (Buildex/Roofix or equivalent) with EPDM washer as per the requirement considering the profile shape and design load. 614 Painting & Polishing Work. 615 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 616 Finishing Exterior walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. 617 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. 618 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 619 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work 620 External Items 621 Trubo vents 622 Supplying and fixing 6 mm thick twin-wall UV-stabilized polycarbonate sheet for skylight roofing including all necessary accessories, profiles, and labor 623 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides andrrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover 624 Providing and fixing ball bearing for rolling shutters. 625 WATER SUPPLY PIPES AND FITTINGS 626 Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in charge. 627 Internal work exposed on wall 628 40mm nominal outer dia pipes 629 50mm nominal outer dia pipes 630 Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in charge. 631 Concealed work including cutting chase and making good the wall etc. 632 20mm nominal outer dia pipes 633 25mm nominal outer dia pipes 634 Providing & fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end)40 mm nominal bore 635 Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms. 636 Providing & fixing 15 mm nominal bore C.P. brassstop cock (concealed)of standard designandof approvedmakeconforming to IS : 8931. 637 Constructing brick masonry chamber 300 x 300x500mm, insidewithF.P.S. brick work in cement mortar 1: 4 (1 cement : 4 coarse sand) for StopCock, withC. I. surface box 100 x 100 x 75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4mix (1cement : 2 coarse sand:4 grade stone aggregate 20mm nominal size); necessary excavation, foundationconcrete 1:5:10 (1 cement :5 fine sand: 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar1 : 3 (1 cement : 3 coarse sand )12mmthick finished with a floatingcoatof neat cementcomplete as per standard design 638 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 639 Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion 110mm 640 Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.Bend 87.5 degree 641 110 mm Bend 642 Shoe (Plain)110 mm Shoe 643 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 644 Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor soil, waste, and vent, Type-B as per IS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors),reducers, WC connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382. (Make : Supreme / Finolex / Prince)110 mm dia (Wall Thickness - 3.2 to 3.8 mm) 645 Providing, fixing, jointing and testing in position ISI marked (IS:4985) UPVC pipes of min 6 Kg/ Sqcm rating with fitting for waste pipe from fixtures to floor trap including reduces, enlarger, socket, couplers, bends, tees etc including fixing at wall/ ceiling level supported by clamp & hangers etc. cutting holes in wall/ floors/ slabs and making good the same with cement concrete 1:2:4 complete as required. (Make : Supreme / Finolex / Prince)50 mm dia. 646 Providing & fixing UPVC Floor trap of self cleansing designwith CP Jalicomplete in all respects. (Make : Supreme / Finolex / Prince)P-Trap type Floor Trap 110 x 75 mm 647 Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps. 648 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.300 mm dia 649 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 100 mm nominal size dia 650 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 100 mm nominal size dia 651 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 652 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit) with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 653 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of :100 mm dia 654 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 100 mm clamp. 655 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 100 mm dia. 656 Supply of submersible pump of make KSB 2.0HP with control panel, support wire etc. complete. 657 Providing 2 core PVC insulated submersibble cable from pump panel to submersible pump 658 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32 mm dia nominal bore 659 Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) 660 Supply of 100mm dia Johnson screen. 661 LEACHATE COLLECTION SUMP 662 Earth work 663 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 664 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 665 PCC Work 666 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 667 Reinforced Cement Concrete 668 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 669 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor RCC Wall. 670 For Bottom Floor 671 All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Slab 672 Centering & Shuttering 673 Centering and shuttering including strutting, propping etc. and removal of form for 674 Foundations, footings, bases of columns, etc. for mass concrete 675 Walls (any thickness), including pilasters, buttresses, plinth and string courses 676 Suspended floors, roofs, landings, balconies, access platforms 677 Steel Work 678 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 679 Plaster Work 680 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) 681 Water proofing 682 Providing and fixing APP (Atactic Polypropylene Polymer) modified prefabricated five layer 2 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrance manufacture of density at 25°C, 0.87 -0.89 kg/ litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using Butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D5147. The laying of membrane shall be got done through the authorised applicator of the manufacture of membrane. 683 Construction of Drain Size 0.30*0.60 mtr 684 Earth work 685 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 686 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 687 PCC work 688 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 689 Brick work 690 Brick work with common burnt clay F.P.S. (non modular) bricks of first classin superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 691 Plaster Work 692 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 693 Reinforced Cement Concrete 694 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 695 All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Slab 696 Steel work Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 697 BOUNDARY AND GATE 698 Earthwork 699 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 700 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 701 PCC Work Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 702 Reinforced Cement Concrete 703 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor Footing 704 R.C. C. Footing 705 RCC PEDESTAL 706 PLINTH BEAM 707 All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum For Columns 708 Centering & Shuttering 709 Centering and shuttering including strutting, propping etc. and removal of form for 710 Foundations, footings, bases of columns, etc. for mass concrete 711 Columns, Pillars, Piers, Abutments, Posts and Struts 712 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 713 Steel Work Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 714 Brick Work 715 Brick work with common burnt clay F.P.S. (non modular) bricks of first classin superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 716 Plaster Work12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 717 M.S.Structure work 718 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 719 Electric resistance or induction butt welded tubes 720 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 721 Steel work for MS Gate in built up tubler(round, square or rctangular hollow tubes etc.) including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes. 722 G.I. Profile Sheet for Boundry Cladding Supply & fixing built up panel for (roof & Partition wall ) sheeting consisting of top sheet colour coated 0.45mm base metal thickness trapezoidal profile of 1015 mm effective cover width, with five major corrugation, 28mm high rib spaced at 203mm c/c with subtle square fluting in the pan,Tata BlueScope Steel make or approved equivalent. (Built up panel sheet with 50mm Rockwool insulation).The Bottom sheet Cement Board / Tata BlueScope Steel make or approved equivalent trapezoidal profile of 1000 mm effective cover width, with four major corrugation, 28.5mm deep rib spaced at 200mm c/c with two stiffener in the pan. In between top & bottom sheet 50 mm thick Fibre Rock wool Insulation & density of 48 Kg/cum to be provided. The whole system shall be fastened with nominal 40μm zinc coated or nominal 25μm zinc-tin alloy coated, Hex head, selfdrilling screw as per AS 3566-2002 Class 3 fasteners of approved make (Buildex/Roofix or equivalent) with EPDM washer as per the requirement considering the profile shape and design load. 723 Painting & Polishing Work. 724 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 725 Finishing Exterior walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. 726 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. 727 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 728 EXTERNAL RCC FLOORING 729 Earthwork 730 Rough excavation and banking in layers not exceeding 20 cm depth, breaking clods, watering, rolling with ½ tonne roller or rammers, and dressing up in embankments for roads, flood banks, guide banks, filling depressions, with lead up to 50 m for all lifts. 731 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 732 PCC WorkProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 733 Reinforced Cement Concrete 734 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting ofoncrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Coumns 735 Steel WorkReinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 736 HORTICULTURE AND LANDSCAPING 737 Areca Palm having ht. 90 cm to 1.20 m with 4 to 5 suckers, well developed, fresh and healthy with lush green foliage in 25 cm size of Earthen pot /Plastic pot. 738 Croton Petra having ht. 45 cm & above with 2 to 3 branches, well developed,fresh and healthy leaves in 25 cm size of Earthen pot / Plastic pot. 739 Chandni dwarf of height 15 cm., well branched in earthen pot of size 25 cm 740 Schefflera Variegated mounted on moss stick 90 cm ht., 3 to 4 plants placed in each pot at equal distance, well developed with full of fresh &healthy bright leaves from bottom to top in 25 cm size of Earthen pot / Plastic pot. 741 Salvia red Hybrid dwarf variety having 15 cm to 25 cm ht., well developed with fresh & healthy foliage in bloom in 20 cm Earthen Pot/Plastic Pot. 742 Cyprus Golden 30 to 45 cm ht. plant well developed good Golden colour foliage, Conial Shape in 25 cm Earthen Pot 743 Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot / Plastic Pot. 744 Iresine herbstii, of height 25-30 cm., full of branches well developed in 15 cm size of Earthen Pot / Plastic Pot. 745 Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). 746 Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : 747 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge 748 Spreading of sludge, dumpmanure and/or good earth in required thicknessas per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 749 Electrification Work(Internal Electrification) 750 WIRING POINTS AND SUBMAIN 751 Point wiring in PVC Conduit 752 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 753 Power plug wiring in PVC conduit (2 x 4 sqmm.) :- 754 Wiring for light/ power plug with 2X4 sq. mm FRLS PVCinsulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 755 Circuit / Sub main wiring in PVC conduit :- 756 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 x 1.5 sq.mm. + 1 x 1.5 sq.mm. Earth wire 757 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required 20 mm. 758 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required 25 mm. 759 S/F light plug point modular type accessories :- Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required 760 S/F power plug point modular type accessories :- Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. 761 S/F modular type electronic fan regulator :- Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 762 S/F modular type blanking plate :- Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 763 DISTRIBUTIONBOARDS,MCBs, MCCBsANDSFUs 764 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 4 way (4 + 12), Double door, horizontal type 765 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 6 way (4 + 18), Double door, horizontal type 766 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required Single pole 767 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 40 amps 768 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 63 amps. 769 Supplying & fixing single pole, blanking plate in the existing MCBDBcomplete etc. as required. 770 Supplying and fixing 20 A, 415 V, TPN Industrial type socket outlet, with 4 pole and earth, metal enclosed plug topalongwith 20 A C curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. 771 G.I.EARTHING 772 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. 773 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 774 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 775 ERECTIONOFLIGHTINGFIXTURESANDFANS 776 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 777 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep 778 Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect. CAT- AAA 779 Supply and fixing of 12 Watt to 15 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing with extended heat sink, diffuser of Polycarbonate meterial and driver set complete in all respect. CAT- AAA 780 Supply and fixing of recess/ Surface/ Pendent mounting round 6 Watt 8 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 781 Supply and fixing of recess mounting round 15 to 18 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 782 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos.blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperaturerise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required.1200 mm sweep 783 Supply of AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting frame and other accessories etc.complete300 mm sweep 900 rpm 784 Supply,installation, testing and commissioningof Main DistributionBoard suitable for upto 125 amp FP MCCB incomer and single / three phase outgoing MCBs, IP 43 protection, double metal door, factory fabricated, wall mounting type in surface / recess, powder coated, 415 V / 200 amp copper Bus Bar, earth and neutral bar, removable gland plates, cable glands including connection with outgoing feeders completeinall respect. DBs shall be original factory fabricated of approved make. The rates shall be excluding all incoming and outgoing circuit breakers.8 Way TPN 785 Providing and fixing of following rating Four poleMCCBs at the incomer of Main/sub distribution boards withconnections etc. complete as required. 100 Amp FP MCCB(16 KA) 786 EXTERNAL Electrification(Non Scheduled Item) 787 Supply & Fixingof 30W SOLAR STREET LIGHT - 7 METER POLE , Foundation bolt ,Bracket ( Luminary / Panel),125 W SOLAR PANEL, 12.8V / 78AH LIPO4 .BATTERY TOP- 70MM , BOTTOM - 130MM , etc all complete of direction of engineer in charge. 788 Supplying Testing & Installation ofLed Flood Light Luminaire 100WV Philips Make Model- BVP 142 Led 100 CW PSU WH / Wipro/ Lusteretc all complete of direction of engineer in charge. 789 MECHANICAL WORK (Non Scheduled Item) 790 Weighbridgeand all its accessories with supply and inastallationType QWSof 15 MT Capacity , pit less 791 Car Washer Model : P36/30 with all its accessories and supply and installation. 792 CCTV Camera 793 Fire Safety Equipments 794 LT Distribution Panel 795 Supply & Installation of Portable compactor (PCTS) of 20 CuM capacityA. General Description:Portable Compactor is a compactor capable of being transported from one location to another and placeable at any place for the refuse collection, compaction & transferring. It will come as an integral unit incorporating the Container and the Compaction unit. The Portable Compactor will be such that can be lifted by a specially designed Hook Loader, unit mounted on a Truck chassis for transportation and unloading of compacted garbage. One hydraulically operated tipping device mounted on Compaction unit, to receive and unload the waste into Compaction unit to compact it into the Container – which is called Tip Cart. Features of Portable Compactors: 1. The Portable Compactor shall be of front-loading type with a hydraulic operated device to receive waste from hand cart / tricycle vans/ small tippers etc. 2. The Portable Compactor shall be provided with suitable drainage system to unload leachate in nearby drain. Leachate will not drop on road during transportation due to leak proof sealing at rear door. 3. The size of the compaction chamber shall be of 1.3 m3 to 1.5 m3 (Stroke Volume). 4. Compaction unit shall be powered by Hydraulic power unit. 5. Entire body shall be in rectangular shape with rounded corners, for an easy discharge of waste and ensure complete filling with compacted garbage. 6. Container Body of the compactor shall be completely smooth, without any reinforcement ribs on the body surface, to reduce material stress and keep the strength of the body intact and avoid deformation due to weld joints. 7. Body bottom shall be flat enough to accommodate Body runner’s (bottom long members) to support the Compactor Body on Hook Loader. 8. Back door assembly shall be top hinged with vertical travel to unlock the door. 9. Door assembly shall have swiveling movement w.r.t. top hinge. 10. Automatic rear door locking arrangement shall be equipped with four cams located at four corners of the door to ensure zero leakage. All four cams shall be engaged with rear door by Hydraulic operated locking mechanism. 11. Compaction unit shall be incorporated with Special rear door rubber with double lid to ensure the sealing of the compactor and can be demountable.12. The Portable compactor will have fixed tipcart of 2.5 To 3 m3 capacity. 13. Compactor body shall be manufactured out of high tensile steel with a yield limit of 350N/mm2 or equivalent. 14. Compactor body shall be provided with minimum One leachate drainage outlet with leak proof aluminum cam lock couplings of minimum 3-inch diameter. 15. Compaction of garbage shall achieve up to a density of 600-800 Kg / cum depending on Density of input Garbage. 16. All electro-hydraulic functions and working principle of machine shall be PLC based, Crusher working indication and Compactor full indication shall be indicated by Indicator Light (LED) or displayed on HMI Screen when required. 17. Hydraulic Power Pack shall be accommodated within the compaction unit and same shall be mounted on rails to facilitate maintenance & repair as & when required, from outside of the machine. 18. Control panel of operating system shall be equipped with main switch, HMI Screen Or Indicator Light, emergency stop, connecting socket and operating push buttons. 19. All electrical circuits shall be enclosed in control box with start & stop buttons according to IP65. 20. Control panel is located outside the operating area, safe for the operator. 21. Construction of the entire compactor shall be robust and sturdy enough to maintain its structure throughout its service life. 22. Rear frame, front frame, rear door and structure of compaction unit shall be of high strength steel of Y.S 350N/mm2. 23. Floor of charge chamber shall be minimum 6 mm thick and made of Wear resistance steel and shall be supported by longitudinal members and intermediate bracing. 24. The Crusher Block shall have a scissor shaped head to crush the refuse inside the container. Special teeth inside the container shall be provided to retain the refuse inside the container. 25. The bottom plate of Crusher block is made of not less then 8 mm Wear resistance steel. 26. Container shall be of Rectangular shape to ensure good compaction ratio, light weight, Hi-strength longer life, and easier discharging of all refuse after compaction. 27. The workflow of the arrangement shall be such that - loading the waste in to Tip cart by collecting vehicle - loading the waste in to Compactor by Tip Cart - handling the full container with hook loader - transport the container to dump yard - discharging the waste. SAFETY FEATURES: 1. All safety features would be included in the unit like start/stop buttons. 2. All Electrical System faults will be indicated by Indicator Light (LED) or displayed on HMI Screen. B. TECHNICAL PARAMETERS: We are furnishing technical parameters of MX160-20 CuM Mobile Compactors: Sl. No Description Parameter 1 Body Volume in CuM 20,2 Compaction ratio base on Indian waste (approx.) 0.6 to 0.8, 3 Pressure (Bar) 240 to 260, 4 Power (KW) 5 to 6, 5 Voltage (V) 400 to 450 6 Working Capacity m3/hour 80 to 90, 7 Compaction Force (Kn) 350 to 400, 8 Cycle time for Crusher (Seconds) 50 ± 2 to 60 ± 2 9 Cycle time for Tipcart (Seconds) 40-50 10 Compaction Chamber Volume (m3) 1.4-1.6 11 Tip Cart capacity (m3) 3.5-4 12 Approximate Compactor weight with Hydraulics (Kg) more than 5900 796 MATA KI BAGIYA 2 BIN PCTS 797 DISMANTELLING WORK 798 Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 799 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 800 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge 801 Demolishing brick work manually / by mechanical means including stacking of servicable materials and disposal of unservicable material within 50 metre lead as per direction of Engineer-in- charge In Cement Mortar 802 Earth work 803 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 804 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 805 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 806 PCC Work 807 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 808 Reinforced Cement Concrete 809 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 810 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor Footing 811 R.C. C. Footing 812 RCC PEDESTAL 813 PLINTH BEAM 814 All works above plinth level upto floor V level Concrete of M25 grade with minimum cementcontent of 330 kg /cum For Columns 815 For Lintel 816 For flooring 817 Centering & Shuttering 818 Centering and shuttering including strutting, propping etc. and removal of form for 819 Foundations, footings, bases of columns, etc. for mass concrete 820 Columns, Pillars, Piers, Abutments, Posts and Struts 821 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 822 Steel Work 823 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 824 Anti Termite Treatment 825 Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 826 Brick work 827 Brick work with common burnt clay F.P.S. (non modular) bricks of first classin superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 828 Plaster Work 829 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 830 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 831 M.S.Structure for Shed 832 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 833 Electric resistance or induction butt welded tubes 834 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 835 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 836 G.I. Profile Sheet for Shed 837 Supply & fixing built up panel for (roof & Partition wall ) sheeting consisting of top sheet colour coated 0.45mm base metal thickness trapezoidal profile of 1015 mm effective cover width, with five major corrugation, 28mm high rib spaced at 203mm c/c with subtle square fluting in the pan,Tata BlueScope Steel make or approved equivalent. (Built up panel sheet with 50mm Rockwool insulation).The Bottom sheet Cement Board / Tata BlueScope Steel make or approved equivalent trapezoidal profile of 1000 mm effective cover width, with four major corrugation, 28.5mm deep rib spaced at 200mm c/c with two stiffener in the pan. In between top & bottom sheet 50 mm thick Fibre Rock wool Insulation & density of 48 Kg/cum to be provided. The whole system shall be fastened with nominal 40μm zinc coated or nominal 25μm zinc-tin alloy coated, Hex head, selfdrilling screw as per AS 3566-2002 Class 3 fasteners of approved make (Buildex/Roofix or equivalent) with EPDM washer as per the requirement considering the profile shape and design load. 838 Painting & Polishing Work. 839 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 840 Finishing Exterior walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. 841 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. 842 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 843 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work 844 External Items 845 Trubo vents 846 Supplying and fixing 6 mm thick twin-wall UV-stabilized polycarbonate sheet for skylight roofing including all necessary accessories, profiles, and labor 847 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides andrrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover 848 Providing and fixing ball bearing for rolling shutters. 849 WATER SUPPLY PIPES AND FITTINGS 850 Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in charge. 851 Internal work exposed on wall 852 40mm nominal outer dia pipes 853 50mm nominal outer dia pipes 854 Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in charge. 855 Concealed work including cutting chase and making good the wall etc. 856 20mm nominal outer dia pipes 857 25mm nominal outer dia pipes 858 Providing & fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end)40 mm nominal bore 859 Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms. 860 Providing & fixing 15 mm nominal bore C.P. brassstop cock (concealed)of standard designandof approvedmakeconforming to IS : 8931. 861 Constructing brick masonry chamber 300 x 300x500mm, insidewithF.P.S. brick work in cement mortar 1: 4 (1 cement : 4 coarse sand) for StopCock, withC. I. surface box 100 x 100 x 75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4mix (1cement : 2 coarse sand:4 grade stone aggregate 20mm nominal size); necessary excavation, foundationconcrete 1:5:10 (1 cement :5 fine sand: 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar1 : 3 (1 cement : 3 coarse sand )12mmthick finished with a floatingcoatof neat cementcomplete as per standard design 862 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 863 Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion 110mm 864 Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.Bend 87.5 degree 865 110 mm Bend 866 Shoe (Plain)110 mm Shoe 867 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 868 Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor soil, waste, and vent, Type-B as per IS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors),reducers, WC connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382. (Make : Supreme / Finolex / Prince)110 mm dia (Wall Thickness - 3.2 to 3.8 mm) 869 Providing, fixing, jointing and testing in position ISI marked (IS:4985) UPVC pipes of min 6 Kg/ Sqcm rating with fitting for waste pipe from fixtures to floor trap including reduces, enlarger, socket, couplers, bends, tees etc including fixing at wall/ ceiling level supported by clamp & hangers etc. cutting holes in wall/ floors/ slabs and making good the same with cement concrete 1:2:4 complete as required. (Make : Supreme / Finolex / Prince)50 mm dia. 870 Providing & fixing UPVC Floor trap of self cleansing designwith CP Jalicomplete in all respects. (Make : Supreme / Finolex / Prince)P-Trap type Floor Trap 110 x 75 mm 871 Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps. 872 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.300 mm dia 873 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 100 mm nominal size dia 874 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 100 mm nominal size dia 875 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 876 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit) with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 877 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of :100 mm dia 878 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 100 mm clamp. 879 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 100 mm dia. 880 Supply of submersible pump of make KSB 2.0HP with control panel, support wire etc. complete. 881 Providing 2 core PVC insulated submersibble cable from pump panel to submersible pump 882 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32 mm dia nominal bore 883 Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) 884 Supply of 100mm dia Johnson screen. 885 LEACHATE COLLECTION SUMP 886 Earth work 887 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 888 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 889 PCC Work 890 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 891 Reinforced Cement Concrete 892 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 893 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor RCC Wall. 894 For Bottom Floor 895 All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Slab 896 Centering & Shuttering 897 Centering and shuttering including strutting, propping etc. and removal of form for 898 Foundations, footings, bases of columns, etc. for mass concrete 899 Walls (any thickness), including pilasters, buttresses, plinth and string courses 900 Suspended floors, roofs, landings, balconies, access platforms 901 Steel Work 902 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 903 Plaster Work 904 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) 905 Water proofing 906 Providing and fixing APP (Atactic Polypropylene Polymer) modified prefabricated five layer 2 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrance manufacture of density at 25°C, 0.87 -0.89 kg/ litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using Butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D5147. The laying of membrane shall be got done through the authorised applicator of the manufacture of membrane. 907 Construction of Drain Size 0.30*0.60 mtr 908 Earth work 909 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 910 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 911 PCC work 912 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 913 Brick work 914 Brick work with common burnt clay F.P.S. (non modular) bricks of first classin superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 915 Plaster Work 916 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 917 Reinforced Cement Concrete 918 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 919 All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Slab 920 Steel work Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 921 GUARD ROOM DG ROOM 922 Earth work 923 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 924 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 925 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 926 PCC work 927 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 928 Reinforced Cement Concrete 929 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete.All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor Footing 930 R.C. C. Footing 931 RCC PEDESTAL 932 PLINTH BEAM 933 Centering & Shuttering 934 Centering and shuttering including strutting, propping etc. and removal of form for 935 Foundations, footings, bases of columns, etc. for mass concrete 936 Columns, Pillars, Piers, Abutments, Posts and Struts 937 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 938 Steel work 939 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 940 Anti Termite Treatment 941 Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 942 M.S.Structure Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 943 Electric resistance or induction butt welded tubes 944 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 945 G.I. Profile Sheet for Shed 946 Supply & fixing built up panel for (roof & Partition wall ) sheeting consisting of top sheet colour coated 0.45mm base metal thickness trapezoidal profile of 1015 mm effective cover width, with five major corrugation, 28mm high rib spaced at 203mm c/c with subtle square fluting in the pan,Tata BlueScope Steel make or approved equivalent. (Built up panel sheet with 50mm Rockwool insulation).The Bottom sheet Cement Board / Tata BlueScope Steel make or approved equivalent trapezoidal profile of 1000 mm effective cover width, with four major corrugation, 28.5mm deep rib spaced at 200mm c/c with two stiffener in the pan. In between top & bottom sheet 50 mm thick Fibre Rock wool Insulation & density of 48 Kg/cum to be provided. The whole system shall be fastened with nominal 40μm zinc coated or nominal 25μm zinc-tin alloy coated, Hex head, selfdrilling screw as per AS 3566-2002 Class 3 fasteners of approved make (Buildex/Roofix or equivalent) with EPDM washer as per the requirement considering the profile shape and design load. 947 Providing and fixing Mild Steel (MS) jali with door made with 6 mm MS bars welded in square pattern at 100 mm c/c, with MS angle iron frame (25×25×3 mm), including hinges, tower bolts, handles, priming coat of red oxide zinc chromate primer, complete as per design and direction of Engineer-in-Charge. 948 Door & Window Work 949 Providing and fixing 1 mm thick M.S. sheet door with frame of 40×40×6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 950 Providing and fixing aluminium sliding window with frame made of aluminium (R2 series), 2-panel, including 5mm float glass, powder coating, rollers, handles, and locks as per design. 951 Fittings 952 Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete :125x65x2.12 mm 953 Providing and fixing 300x16x5 mmbright finished brass door latch with necessary screws etc. complete 954 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete 200x10 mm 955 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete 100 mm 956 Providing and fixing bright finished brass hangging type floor door stoper with necessary screws etc. compelte. 957 Flooring Work52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 958 Painting & Polishing WorkFinishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 959 BOUNDARY AND GATE 960 Earthwork 961 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 962 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 963 PCC Work Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 964 Reinforced Cement Concrete 965 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor Footing 966 R.C. C. Footing 967 RCC PEDESTAL 968 PLINTH BEAM 969 All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum For Columns 970 Centering & Shuttering 971 Centering and shuttering including strutting, propping etc. and removal of form for 972 Foundations, footings, bases of columns, etc. for mass concrete 973 Columns, Pillars, Piers, Abutments, Posts and Struts 974 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 975 Steel Work Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 976 Brick Work 977 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 978 Plaster Work12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 979 M.S.Structure work 980 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 981 Electric resistance or induction butt welded tubes 982 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 983 Steel work for MS Gate in built up tubler(round, square or rctangular hollow tubes etc.) including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes. 984 G.I. Profile Sheet for Boundry Cladding Supply & fixing built up panel for (roof & Partition wall ) sheeting consisting of top sheet colour coated 0.45mm base metal thickness trapezoidal profile of 1015 mm effective cover width, with five major corrugation, 28mm high rib spaced at 203mm c/c with subtle square fluting in the pan,Tata BlueScope Steel make or approved equivalent. (Built up panel sheet with 50mm Rockwool insulation).The Bottom sheet Cement Board / Tata BlueScope Steel make or approved equivalent trapezoidal profile of 1000 mm effective cover width, with four major corrugation, 28.5mm deep rib spaced at 200mm c/c with two stiffener in the pan. In between top & bottom sheet 50 mm thick Fibre Rock wool Insulation & density of 48 Kg/cum to be provided. The whole system shall be fastened with nominal 40μm zinc coated or nominal 25μm zinc-tin alloy coated, Hex head, selfdrilling screw as per AS 3566-2002 Class 3 fasteners of approved make (Buildex/Roofix or equivalent) with EPDM washer as per the requirement considering the profile shape and design load. 985 Painting & Polishing Work. 986 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 987 Finishing Exterior walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. 988 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. 989 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 990 EXTERNAL RCC FLOORING 991 Earthwork 992 Rough excavation and banking in layers not exceeding 20 cm depth, breaking clods, watering, rolling with ½ tonne roller or rammers, and dressing up in embankments for roads, flood banks, guide banks, filling depressions, with lead up to 50 m for all lifts. 993 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 994 PCC WorkProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 995 Reinforced Cement Concrete 996 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting ofoncrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Coumns 997 Steel WorkReinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 998 PLANTER 999 CC Flooring Work52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 1000 Brick work 1001 Brick work with common burnt clay F.P.S. (non modular) bricks of first classin superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 1002 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 above plinth : Cement mortar 1:3 (1 cement : 3 coarse sand) 1003 Plaster Work 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 1004 Painting Work. 1005 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 1006 Finishing Exterior walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. 1007 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. 1008 HORTICULTURE AND LANDSCAPING 1009 Areca Palm having ht. 90 cm to 1.20 m with 4 to 5 suckers, well developed, fresh and healthy with lush green foliage in 25 cm size of Earthen pot /Plastic pot. 1010 Croton Petra having ht. 45 cm & above with 2 to 3 branches, well developed,fresh and healthy leaves in 25 cm size of Earthen pot / Plastic pot. 1011 Chandni dwarf of height 15 cm., well branched in earthen pot of size 25 cm 1012 Schefflera Variegated mounted on moss stick 90 cm ht., 3 to 4 plants placed in each pot at equal distance, well developed with full of fresh &healthy bright leaves from bottom to top in 25 cm size of Earthen pot / Plastic pot. 1013 Salvia red Hybrid dwarf variety having 15 cm to 25 cm ht., well developed with fresh & healthy foliage in bloom in 20 cm Earthen Pot/Plastic Pot. 1014 Cyprus Golden 30 to 45 cm ht. plant well developed good Golden colour foliage, Conial Shape in 25 cm Earthen Pot 1015 Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot / Plastic Pot. 1016 Iresine herbstii, of height 25-30 cm., full of branches well developed in 15 cm size of Earthen Pot / Plastic Pot. 1017 Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). 1018 Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : 1019 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge 1020 Spreading of sludge, dumpmanure and/or good earth in required thicknessas per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 1021 Electrification Work(Internal Electrification) 1022 WIRING POINTS AND SUBMAIN 1023 Point wiring in PVC Conduit 1024 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 1025 Power plug wiring in PVC conduit (2 x 4 sqmm.) :- 1026 Wiring for light/ power plug with 2X4 sq. mm FRLS PVCinsulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 1027 Circuit / Sub main wiring in PVC conduit :- 1028 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 x 1.5 sq.mm. + 1 x 1.5 sq.mm. Earth wire 1029 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required 20 mm. 1030 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required 25 mm. 1031 S/F light plug point modular type accessories :- Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required 1032 S/F power plug point modular type accessories :- Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. 1033 S/F modular type electronic fan regulator :- Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 1034 S/F modular type blanking plate :- Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 1035 DISTRIBUTIONBOARDS,MCBs, MCCBsANDSFUs 1036 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 4 way (4 + 12), Double door, horizontal type 1037 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 6 way (4 + 18), Double door, horizontal type 1038 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required Single pole 1039 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 40 amps 1040 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 63 amps. 1041 Supplying & fixing single pole, blanking plate in the existing MCBDBcomplete etc. as required. 1042 Supplying and fixing 20 A, 415 V, TPN Industrial type socket outlet, with 4 pole and earth, metal enclosed plug topalongwith 20 A C curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. 1043 G.I.EARTHING 1044 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. 1045 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 1046 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 1047 ERECTIONOFLIGHTINGFIXTURESANDFANS 1048 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 1049 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep 1050 Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect. CAT- AAA 1051 Supply and fixing of 12 Watt to 15 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing with extended heat sink, diffuser of Polycarbonate meterial and driver set complete in all respect. CAT- AAA 1052 Supply and fixing of recess/ Surface/ Pendent mounting round 6 Watt 8 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 1053 Supply and fixing of recess mounting round 15 to 18 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 1054 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos.blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperaturerise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required.1200 mm sweep 1055 Supply of AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting frame and other accessories etc.complete300 mm sweep 900 rpm 1056 Supply,installation, testing and commissioningof Main DistributionBoard suitable for upto 125 amp FP MCCB incomer and single / three phase outgoing MCBs, IP 43 protection, double metal door, factory fabricated, wall mounting type in surface / recess, powder coated, 415 V / 200 amp copper Bus Bar, earth and neutral bar, removable gland plates, cable glands including connection with outgoing feeders completeinall respect. DBs shall be original factory fabricated of approved make. The rates shall be excluding all incoming and outgoing circuit breakers.8 Way TPN 1057 Providing and fixing of following rating Four poleMCCBs at the incomer of Main/sub distribution boards withconnections etc. complete as required. 100 Amp FP MCCB(16 KA) 1058 EXTERNAL Electrification(Non Scheduled Item) 1059 Supply & Fixingof 30W SOLAR STREET LIGHT - 7 METER POLE , Foundation bolt ,Bracket ( Luminary / Panel),125 W SOLAR PANEL, 12.8V / 78AH LIPO4 .BATTERY TOP- 70MM , BOTTOM - 130MM , etc all complete of direction of engineer in charge. 1060 Supplying Testing & Installation ofLed Flood Light Luminaire 100WV Philips Make Model- BVP 142 Led 100 CW PSU WH / Wipro/ Lusteretc all complete of direction of engineer in charge. 1061 MECHANICAL WORK (Non Scheduled Item) 1062 Weighbridgeand all its accessories with supply and inastallationType QWSof 15 MT Capacity , pit less 1063 Car Washer Model : P36/30 with all its accessories and supply and installation. 1064 CCTV Camera 1065 Fire Safety Equipments 1066 LT Distribution Panel 1067 Supply & Installation of Portable compactor (PCTS) of 20 CuM capacityA. General Description:Portable Compactor is a compactor capable of being transported from one location to another and placeable at any place for the refuse collection, compaction & transferring. It will come as an integral unit incorporating the Container and the Compaction unit. The Portable Compactor will be such that can be lifted by a specially designed Hook Loader, unit mounted on a Truck chassis for transportation and unloading of compacted garbage. One hydraulically operated tipping device mounted on Compaction unit, to receive and unload the waste into Compaction unit to compact it into the Container – which is called Tip Cart. Features of Portable Compactors: 1. The Portable Compactor shall be of front-loading type with a hydraulic operated device to receive waste from hand cart / tricycle vans/ small tippers etc. 2. The Portable Compactor shall be provided with suitable drainage system to unload leachate in nearby drain. Leachate will not drop on road during transportation due to leak proof sealing at rear door. 3. The size of the compaction chamber shall be of 1.3 m3 to 1.5 m3 (Stroke Volume). 4. Compaction unit shall be powered by Hydraulic power unit. 5. Entire body shall be in rectangular shape with rounded corners, for an easy discharge of waste and ensure complete filling with compacted garbage. 6. Container Body of the compactor shall be completely smooth, without any reinforcement ribs on the body surface, to reduce material stress and keep the strength of the body intact and avoid deformation due to weld joints. 7. Body bottom shall be flat enough to accommodate Body runner’s (bottom long members) to support the Compactor Body on Hook Loader. 8. Back door assembly shall be top hinged with vertical travel to unlock the door. 9. Door assembly shall have swiveling movement w.r.t. top hinge. 10. Automatic rear door locking arrangement shall be equipped with four cams located at four corners of the door to ensure zero leakage. All four cams shall be engaged with rear door by Hydraulic operated locking mechanism. 11. Compaction unit shall be incorporated with Special rear door rubber with double lid to ensure the sealing of the compactor and can be demountable.12. The Portable compactor will have fixed tipcart of 2.5 To 3 m3 capacity. 13. Compactor body shall be manufactured out of high tensile steel with a yield limit of 350N/mm2 or equivalent. 14. Compactor body shall be provided with minimum One leachate drainage outlet with leak proof aluminum cam lock couplings of minimum 3-inch diameter. 15. Compaction of garbage shall achieve up to a density of 600-800 Kg / cum depending on Density of input Garbage. 16. All electro-hydraulic functions and working principle of machine shall be PLC based, Crusher working indication and Compactor full indication shall be indicated by Indicator Light (LED) or displayed on HMI Screen when required. 17. Hydraulic Power Pack shall be accommodated within the compaction unit and same shall be mounted on rails to facilitate maintenance & repair as & when required, from outside of the machine. 18. Control panel of operating system shall be equipped with main switch, HMI Screen Or Indicator Light, emergency stop, connecting socket and operating push buttons. 19. All electrical circuits shall be enclosed in control box with start & stop buttons according to IP65. 20. Control panel is located outside the operating area, safe for the operator. 21. Construction of the entire compactor shall be robust and sturdy enough to maintain its structure throughout its service life. 22. Rear frame, front frame, rear door and structure of compaction unit shall be of high strength steel of Y.S 350N/mm2. 23. Floor of charge chamber shall be minimum 6 mm thick and made of Wear resistance steel and shall be supported by longitudinal members and intermediate bracing. 24. The Crusher Block shall have a scissor shaped head to crush the refuse inside the container. Special teeth inside the container shall be provided to retain the refuse inside the container. 25. The bottom plate of Crusher block is made of not less then 8 mm Wear resistance steel. 26. Container shall be of Rectangular shape to ensure good compaction ratio, light weight, Hi-strength longer life, and easier discharging of all refuse after compaction. 27. The workflow of the arrangement shall be such that - loading the waste in to Tip cart by collecting vehicle - loading the waste in to Compactor by Tip Cart - handling the full container with hook loader - transport the container to dump yard - discharging the waste. SAFETY FEATURES: 1. All safety features would be included in the unit like start/stop buttons. 2. All Electrical System faults will be indicated by Indicator Light (LED) or displayed on HMI Screen. B. TECHNICAL PARAMETERS: We are furnishing technical parameters of MX160-20 CuM Mobile Compactors: Sl. No Description Parameter 1 Body Volume in CuM 20,2 Compaction ratio base on Indian waste (approx.) 0.6 to 0.8, 3 Pressure (Bar) 240 to 260, 4 Power (KW) 5 to 6, 5 Voltage (V) 400 to 450 6 Working Capacity m3/hour 80 to 90, 7 Compaction Force (Kn) 350 to 400, 8 Cycle time for Crusher (Seconds) 50 ± 2 to 60 ± 2 9 Cycle time for Tipcart (Seconds) 40-50 10 Compaction Chamber Volume (m3) 1.4-1.6 11 Tip Cart capacity (m3) 3.5-4 12 Approximate Compactor weight with Hydraulics (Kg) more than 5900 1068 VRINDAVAN SECTOR062 BIN PCTS 1069 Earth work 1070 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 1071 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 1072 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 1073 PCC Work 1074 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 1075 Reinforced Cement Concrete 1076 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 1077 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor Footing 1078 R.C. C. Footing 1079 RCC PEDESTAL 1080 PLINTH BEAM 1081 All works above plinth level upto floor V level Concrete of M25 grade with minimum cementcontent of 330 kg /cum For Columns 1082 For Lintel 1083 For flooring 1084 Centering & Shuttering 1085 Centering and shuttering including strutting, propping etc. and removal of form for 1086 Foundations, footings, bases of columns, etc. for mass concrete 1087 Columns, Pillars, Piers, Abutments, Posts and Struts 1088 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 1089 Steel Work 1090 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 1091 Anti Termite Treatment 1092 Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 1093 Brick work 1094 Brick work with common burnt clay F.P.S. (non modular) bricks of first classin superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 1095 Plaster Work 1096 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 1097 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 1098 M.S.Structure for Shed 1099 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 1100 Electric resistance or induction butt welded tubes 1101 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 1102 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 1103 G.I. Profile Sheet for Shed 1104 Supply & fixing built up panel for (roof & Partition wall ) sheeting consisting of top sheet colour coated 0.45mm base metal thickness trapezoidal profile of 1015 mm effective cover width, with five major corrugation, 28mm high rib spaced at 203mm c/c with subtle square fluting in the pan,Tata BlueScope Steel make or approved equivalent. (Built up panel sheet with 50mm Rockwool insulation).The Bottom sheet Cement Board / Tata BlueScope Steel make or approved equivalent trapezoidal profile of 1000 mm effective cover width, with four major corrugation, 28.5mm deep rib spaced at 200mm c/c with two stiffener in the pan. In between top & bottom sheet 50 mm thick Fibre Rock wool Insulation & density of 48 Kg/cum to be provided. The whole system shall be fastened with nominal 40μm zinc coated or nominal 25μm zinc-tin alloy coated, Hex head, selfdrilling screw as per AS 3566-2002 Class 3 fasteners of approved make (Buildex/Roofix or equivalent) with EPDM washer as per the requirement considering the profile shape and design load. 1105 Painting & Polishing Work. 1106 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 1107 Finishing Exterior walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. 1108 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. 1109 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 1110 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work 1111 External Items 1112 Trubo vents 1113 Supplying and fixing 6 mm thick twin-wall UV-stabilized polycarbonate sheet for skylight roofing including all necessary accessories, profiles, and labor 1114 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides andrrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover 1115 Providing and fixing ball bearing for rolling shutters. 1116 WATER SUPPLY PIPES AND FITTINGS 1117 Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in charge. 1118 Internal work exposed on wall 1119 40mm nominal outer dia pipes 1120 50mm nominal outer dia pipes 1121 Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in charge. 1122 Concealed work including cutting chase and making good the wall etc. 1123 20mm nominal outer dia pipes 1124 25mm nominal outer dia pipes 1125 Providing & fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end)40 mm nominal bore 1126 Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms. 1127 Providing & fixing 15 mm nominal bore C.P. brassstop cock (concealed)of standard designandof approvedmakeconforming to IS : 8931. 1128 Constructing brick masonry chamber 300 x 300x500mm, insidewithF.P.S. brick work in cement mortar 1: 4 (1 cement : 4 coarse sand) for StopCock, withC. I. surface box 100 x 100 x 75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4mix (1cement : 2 coarse sand:4 grade stone aggregate 20mm nominal size); necessary excavation, foundationconcrete 1:5:10 (1 cement :5 fine sand: 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar1 : 3 (1 cement : 3 coarse sand )12mmthick finished with a floatingcoatof neat cementcomplete as per standard design 1129 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 1130 Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion 110mm 1131 Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.Bend 87.5 degree 1132 110 mm Bend 1133 Shoe (Plain)110 mm Shoe 1134 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 1135 Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor soil, waste, and vent, Type-B as per IS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors),reducers, WC connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382. (Make : Supreme / Finolex / Prince)110 mm dia (Wall Thickness - 3.2 to 3.8 mm) 1136 Providing, fixing, jointing and testing in position ISI marked (IS:4985) UPVC pipes of min 6 Kg/ Sqcm rating with fitting for waste pipe from fixtures to floor trap including reduces, enlarger, socket, couplers, bends, tees etc including fixing at wall/ ceiling level supported by clamp & hangers etc. cutting holes in wall/ floors/ slabs and making good the same with cement concrete 1:2:4 complete as required. (Make : Supreme / Finolex / Prince)50 mm dia. 1137 Providing & fixing UPVC Floor trap of self cleansing designwith CP Jalicomplete in all respects. (Make : Supreme / Finolex / Prince)P-Trap type Floor Trap 110 x 75 mm 1138 Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps. 1139 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.300 mm dia 1140 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 100 mm nominal size dia 1141 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 100 mm nominal size dia 1142 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 1143 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit) with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 1144 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of :100 mm dia 1145 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 100 mm clamp. 1146 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 100 mm dia. 1147 Supply of submersible pump of make KSB 2.0HP with control panel, support wire etc. complete. 1148 Providing 2 core PVC insulated submersibble cable from pump panel to submersible pump 1149 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32 mm dia nominal bore 1150 Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) 1151 Supply of 100mm dia Johnson screen. 1152 LEACHATE COLLECTION SUMP 1153 Earth work 1154 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 1155 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 1156 PCC Work 1157 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 1158 Reinforced Cement Concrete 1159 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 1160 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor RCC Wall. 1161 For Bottom Floor 1162 All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Slab 1163 Centering & Shuttering 1164 Centering and shuttering including strutting, propping etc. and removal of form for 1165 Foundations, footings, bases of columns, etc. for mass concrete 1166 Walls (any thickness), including pilasters, buttresses, plinth and string courses 1167 Suspended floors, roofs, landings, balconies, access platforms 1168 Steel Work 1169 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 1170 Plaster Work 1171 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) 1172 Water proofing 1173 Providing and fixing APP (Atactic Polypropylene Polymer) modified prefabricated five layer 2 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrance manufacture of density at 25°C, 0.87 -0.89 kg/ litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using Butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D5147. The laying of membrane shall be got done through the authorised applicator of the manufacture of membrane. 1174 Construction of Drain Size 0.30*0.60 mtr 1175 Earth work 1176 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 1177 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 1178 PCC work 1179 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 1180 Brick work 1181 Brick work with common burnt clay F.P.S. (non modular) bricks of first classin superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 1182 Plaster Work 1183 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 1184 Reinforced Cement Concrete 1185 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 1186 All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Slab 1187 Steel work Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 1188 GUARD ROOM DG ROOM 1189 Earth work 1190 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 1191 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 1192 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 1193 PCC work 1194 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 1195 Reinforced Cement Concrete 1196 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete.All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor Footing 1197 R.C. C. Footing 1198 RCC PEDESTAL 1199 PLINTH BEAM 1200 Centering & Shuttering 1201 Centering and shuttering including strutting, propping etc. and removal of form for 1202 Foundations, footings, bases of columns, etc. for mass concrete 1203 Columns, Pillars, Piers, Abutments, Posts and Struts 1204 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 1205 Steel work 1206 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 1207 Anti Termite Treatment 1208 Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 1209 M.S.Structure Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 1210 Electric resistance or induction butt welded tubes 1211 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 1212 G.I. Profile Sheet for Shed 1213 Supply & fixing built up panel for (roof & Partition wall ) sheeting consisting of top sheet colour coated 0.45mm base metal thickness trapezoidal profile of 1015 mm effective cover width, with five major corrugation, 28mm high rib spaced at 203mm c/c with subtle square fluting in the pan,Tata BlueScope Steel make or approved equivalent. (Built up panel sheet with 50mm Rockwool insulation).The Bottom sheet Cement Board / Tata BlueScope Steel make or approved equivalent trapezoidal profile of 1000 mm effective cover width, with four major corrugation, 28.5mm deep rib spaced at 200mm c/c with two stiffener in the pan. In between top & bottom sheet 50 mm thick Fibre Rock wool Insulation & density of 48 Kg/cum to be provided. The whole system shall be fastened with nominal 40μm zinc coated or nominal 25μm zinc-tin alloy coated, Hex head, selfdrilling screw as per AS 3566-2002 Class 3 fasteners of approved make (Buildex/Roofix or equivalent) with EPDM washer as per the requirement considering the profile shape and design load. 1214 Providing and fixing Mild Steel (MS) jali with door made with 6 mm MS bars welded in square pattern at 100 mm c/c, with MS angle iron frame (25×25×3 mm), including hinges, tower bolts, handles, priming coat of red oxide zinc chromate primer, complete as per design and direction of Engineer-in-Charge. 1215 Door & Window Work 1216 Providing and fixing 1 mm thick M.S. sheet door with frame of 40×40×6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 1217 Providing and fixing aluminium sliding window with frame made of aluminium (R2 series), 2-panel, including 5mm float glass, powder coating, rollers, handles, and locks as per design. 1218 Fittings 1219 Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete :125x65x2.12 mm 1220 Providing and fixing 300x16x5 mmbright finished brass door latch with necessary screws etc. complete 1221 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete 200x10 mm 1222 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete 100 mm 1223 Providing and fixing bright finished brass hangging type floor door stoper with necessary screws etc. compelte. 1224 Flooring Work52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 1225 Painting & Polishing WorkFinishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 1226 BOUNDARY AND GATE 1227 Earthwork 1228 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 1229 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 1230 PCC Work Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 1231 Reinforced Cement Concrete 1232 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor Footing 1233 R.C. C. Footing 1234 RCC PEDESTAL 1235 PLINTH BEAM 1236 All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum For Columns 1237 Centering & Shuttering 1238 Centering and shuttering including strutting, propping etc. and removal of form for 1239 Foundations, footings, bases of columns, etc. for mass concrete 1240 Columns, Pillars, Piers, Abutments, Posts and Struts 1241 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 1242 Steel Work Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 1243 Brick Work 1244 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 1245 Plaster Work12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 1246 M.S.Structure work 1247 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 1248 Electric resistance or induction butt welded tubes 1249 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 1250 Steel work for MS Gate in built up tubler(round, square or rctangular hollow tubes etc.) including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes. 1251 G.I. Profile Sheet for Boundry Cladding Supply & fixing built up panel for (roof & Partition wall ) sheeting consisting of top sheet colour coated 0.45mm base metal thickness trapezoidal profile of 1015 mm effective cover width, with five major corrugation, 28mm high rib spaced at 203mm c/c with subtle square fluting in the pan,Tata BlueScope Steel make or approved equivalent. (Built up panel sheet with 50mm Rockwool insulation).The Bottom sheet Cement Board / Tata BlueScope Steel make or approved equivalent trapezoidal profile of 1000 mm effective cover width, with four major corrugation, 28.5mm deep rib spaced at 200mm c/c with two stiffener in the pan. In between top & bottom sheet 50 mm thick Fibre Rock wool Insulation & density of 48 Kg/cum to be provided. The whole system shall be fastened with nominal 40μm zinc coated or nominal 25μm zinc-tin alloy coated, Hex head, selfdrilling screw as per AS 3566-2002 Class 3 fasteners of approved make (Buildex/Roofix or equivalent) with EPDM washer as per the requirement considering the profile shape and design load. 1252 Painting & Polishing Work. 1253 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 1254 Finishing Exterior walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. 1255 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. 1256 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 1257 EXTERNAL RCC FLOORING 1258 Earthwork 1259 Rough excavation and banking in layers not exceeding 20 cm depth, breaking clods, watering, rolling with ½ tonne roller or rammers, and dressing up in embankments for roads, flood banks, guide banks, filling depressions, with lead up to 50 m for all lifts. 1260 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 1261 PCC WorkProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 1262 Reinforced Cement Concrete 1263 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting ofoncrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Coumns 1264 Steel WorkReinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 1265 PLANTER 1266 CC Flooring Work52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 1267 Brick work 1268 Brick work with common burnt clay F.P.S. (non modular) bricks of first classin superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 1269 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 above plinth : Cement mortar 1:3 (1 cement : 3 coarse sand) 1270 Plaster Work 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 1271 Painting Work. 1272 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 1273 Finishing Exterior walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. 1274 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. 1275 HORTICULTURE AND LANDSCAPING 1276 Areca Palm having ht. 90 cm to 1.20 m with 4 to 5 suckers, well developed, fresh and healthy with lush green foliage in 25 cm size of Earthen pot /Plastic pot. 1277 Croton Petra having ht. 45 cm & above with 2 to 3 branches, well developed,fresh and healthy leaves in 25 cm size of Earthen pot / Plastic pot. 1278 Chandni dwarf of height 15 cm., well branched in earthen pot of size 25 cm 1279 Schefflera Variegated mounted on moss stick 90 cm ht., 3 to 4 plants placed in each pot at equal distance, well developed with full of fresh &healthy bright leaves from bottom to top in 25 cm size of Earthen pot / Plastic pot. 1280 Salvia red Hybrid dwarf variety having 15 cm to 25 cm ht., well developed with fresh & healthy foliage in bloom in 20 cm Earthen Pot/Plastic Pot. 1281 Cyprus Golden 30 to 45 cm ht. plant well developed good Golden colour foliage, Conial Shape in 25 cm Earthen Pot 1282 Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot / Plastic Pot. 1283 Iresine herbstii, of height 25-30 cm., full of branches well developed in 15 cm size of Earthen Pot / Plastic Pot. 1284 Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). 1285 Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : 1286 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge 1287 Spreading of sludge, dumpmanure and/or good earth in required thicknessas per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 1288 Electrification Work(Internal Electrification) 1289 WIRING POINTS AND SUBMAIN 1290 Point wiring in PVC Conduit 1291 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 1292 Power plug wiring in PVC conduit (2 x 4 sqmm.) :- 1293 Wiring for light/ power plug with 2X4 sq. mm FRLS PVCinsulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 1294 Circuit / Sub main wiring in PVC conduit :- 1295 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 x 1.5 sq.mm. + 1 x 1.5 sq.mm. Earth wire 1296 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required 20 mm. 1297 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required 25 mm. 1298 S/F light plug point modular type accessories :- Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required 1299 S/F power plug point modular type accessories :- Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. 1300 S/F modular type electronic fan regulator :- Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 1301 S/F modular type blanking plate :- Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 1302 DISTRIBUTIONBOARDS,MCBs, MCCBsANDSFUs 1303 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 4 way (4 + 12), Double door, horizontal type 1304 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 6 way (4 + 18), Double door, horizontal type 1305 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required Single pole 1306 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 40 amps 1307 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 63 amps. 1308 Supplying & fixing single pole, blanking plate in the existing MCBDBcomplete etc. as required. 1309 Supplying and fixing 20 A, 415 V, TPN Industrial type socket outlet, with 4 pole and earth, metal enclosed plug topalongwith 20 A C curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. 1310 G.I.EARTHING 1311 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. 1312 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 1313 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 1314 ERECTIONOFLIGHTINGFIXTURESANDFANS 1315 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 1316 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep 1317 Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect. CAT- AAA 1318 Supply and fixing of 12 Watt to 15 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing with extended heat sink, diffuser of Polycarbonate meterial and driver set complete in all respect. CAT- AAA 1319 Supply and fixing of recess/ Surface/ Pendent mounting round 6 Watt 8 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 1320 Supply and fixing of recess mounting round 15 to 18 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 1321 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos.blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperaturerise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required.1200 mm sweep 1322 Supply of AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting frame and other accessories etc.complete300 mm sweep 900 rpm 1323 Supply,installation, testing and commissioningof Main DistributionBoard suitable for upto 125 amp FP MCCB incomer and single / three phase outgoing MCBs, IP 43 protection, double metal door, factory fabricated, wall mounting type in surface / recess, powder coated, 415 V / 200 amp copper Bus Bar, earth and neutral bar, removable gland plates, cable glands including connection with outgoing feeders completeinall respect. DBs shall be original factory fabricated of approved make. The rates shall be excluding all incoming and outgoing circuit breakers.8 Way TPN 1324 Providing and fixing of following rating Four poleMCCBs at the incomer of Main/sub distribution boards withconnections etc. complete as required. 100 Amp FP MCCB(16 KA) 1325 EXTERNAL Electrification(Non Scheduled Item) 1326 Supply & Fixingof 30W SOLAR STREET LIGHT - 7 METER POLE , Foundation bolt ,Bracket ( Luminary / Panel),125 W SOLAR PANEL, 12.8V / 78AH LIPO4 .BATTERY TOP- 70MM , BOTTOM - 130MM , etc all complete of direction of engineer in charge. 1327 Supplying Testing & Installation ofLed Flood Light Luminaire 100WV Philips Make Model- BVP 142 Led 100 CW PSU WH / Wipro/ Lusteretc all complete of direction of engineer in charge. 1328 MECHANICAL WORK (Non Scheduled Item) 1329 Weighbridgeand all its accessories with supply and inastallationType QWSof 15 MT Capacity , pit less 1330 Car Washer Model : P36/30 with all its accessories and supply and installation. 1331 CCTV Camera 1332 Fire Safety Equipments 1333 LT Distribution Panel 1334 Supply & Installation of Portable compactor (PCTS) of 20 CuM capacityA. General Description:Portable Compactor is a compactor capable of being transported from one location to another and placeable at any place for the refuse collection, compaction & transferring. It will come as an integral unit incorporating the Container and the Compaction unit. The Portable Compactor will be such that can be lifted by a specially designed Hook Loader, unit mounted on a Truck chassis for transportation and unloading of compacted garbage. One hydraulically operated tipping device mounted on Compaction unit, to receive and unload the waste into Compaction unit to compact it into the Container – which is called Tip Cart. Features of Portable Compactors: 1. The Portable Compactor shall be of front-loading type with a hydraulic operated device to receive waste from hand cart / tricycle vans/ small tippers etc. 2. The Portable Compactor shall be provided with suitable drainage system to unload leachate in nearby drain. Leachate will not drop on road during transportation due to leak proof sealing at rear door. 3. The size of the compaction chamber shall be of 1.3 m3 to 1.5 m3 (Stroke Volume). 4. Compaction unit shall be powered by Hydraulic power unit. 5. Entire body shall be in rectangular shape with rounded corners, for an easy discharge of waste and ensure complete filling with compacted garbage. 6. Container Body of the compactor shall be completely smooth, without any reinforcement ribs on the body surface, to reduce material stress and keep the strength of the body intact and avoid deformation due to weld joints. 7. Body bottom shall be flat enough to accommodate Body runner’s (bottom long members) to support the Compactor Body on Hook Loader. 8. Back door assembly shall be top hinged with vertical travel to unlock the door. 9. Door assembly shall have swiveling movement w.r.t. top hinge. 10. Automatic rear door locking arrangement shall be equipped with four cams located at four corners of the door to ensure zero leakage. All four cams shall be engaged with rear door by Hydraulic operated locking mechanism. 11. Compaction unit shall be incorporated with Special rear door rubber with double lid to ensure the sealing of the compactor and can be demountable.12. The Portable compactor will have fixed tipcart of 2.5 To 3 m3 capacity. 13. Compactor body shall be manufactured out of high tensile steel with a yield limit of 350N/mm2 or equivalent. 14. Compactor body shall be provided with minimum One leachate drainage outlet with leak proof aluminum cam lock couplings of minimum 3-inch diameter. 15. Compaction of garbage shall achieve up to a density of 600-800 Kg / cum depending on Density of input Garbage. 16. All electro-hydraulic functions and working principle of machine shall be PLC based, Crusher working indication and Compactor full indication shall be indicated by Indicator Light (LED) or displayed on HMI Screen when required. 17. Hydraulic Power Pack shall be accommodated within the compaction unit and same shall be mounted on rails to facilitate maintenance & repair as & when required, from outside of the machine. 18. Control panel of operating system shall be equipped with main switch, HMI Screen Or Indicator Light, emergency stop, connecting socket and operating push buttons. 19. All electrical circuits shall be enclosed in control box with start & stop buttons according to IP65. 20. Control panel is located outside the operating area, safe for the operator. 21. Construction of the entire compactor shall be robust and sturdy enough to maintain its structure throughout its service life. 22. Rear frame, front frame, rear door and structure of compaction unit shall be of high strength steel of Y.S 350N/mm2. 23. Floor of charge chamber shall be minimum 6 mm thick and made of Wear resistance steel and shall be supported by longitudinal members and intermediate bracing. 24. The Crusher Block shall have a scissor shaped head to crush the refuse inside the container. Special teeth inside the container shall be provided to retain the refuse inside the container. 25. The bottom plate of Crusher block is made of not less then 8 mm Wear resistance steel. 26. Container shall be of Rectangular shape to ensure good compaction ratio, light weight, Hi-strength longer life, and easier discharging of all refuse after compaction. 27. The workflow of the arrangement shall be such that - loading the waste in to Tip cart by collecting vehicle - loading the waste in to Compactor by Tip Cart - handling the full container with hook loader - transport the container to dump yard - discharging the waste. SAFETY FEATURES: 1. All safety features would be included in the unit like start/stop buttons. 2. All Electrical System faults will be indicated by Indicator Light (LED) or displayed on HMI Screen. B. TECHNICAL PARAMETERS: We are furnishing technical parameters of MX160-20 CuM Mobile Compactors: Sl. No Description Parameter 1 Body Volume in CuM 20,2 Compaction ratio base on Indian waste (approx.) 0.6 to 0.8, 3 Pressure (Bar) 240 to 260, 4 Power (KW) 5 to 6, 5 Voltage (V) 400 to 450 6 Working Capacity m3/hour 80 to 90, 7 Compaction Force (Kn) 350 to 400, 8 Cycle time for Crusher (Seconds) 50 ± 2 to 60 ± 2 9 Cycle time for Tipcart (Seconds) 40-50 10 Compaction Chamber Volume (m3) 1.4-1.6 11 Tip Cart capacity (m3) 3.5-4 12 Approximate Compactor weight with Hydraulics (Kg) more than 5900
